CN107217771A - The complete big stroke adapting system of aluminium welding and its construction method - Google Patents
The complete big stroke adapting system of aluminium welding and its construction method Download PDFInfo
- Publication number
- CN107217771A CN107217771A CN201710545009.4A CN201710545009A CN107217771A CN 107217771 A CN107217771 A CN 107217771A CN 201710545009 A CN201710545009 A CN 201710545009A CN 107217771 A CN107217771 A CN 107217771A
- Authority
- CN
- China
- Prior art keywords
- suspension member
- pedestal
- built
- fitting
- big stroke
- 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
Links
Classifications
-
- 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
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- 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
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/965—Connections of mullions and transoms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of complete big stroke adapting system of aluminium welding and its construction method, the system includes:Built-in fitting;Pedestal is connected, connection pedestal includes fixed part and over-hang part;The fixed part for connecting pedestal sets bar hole;Band tooth pad, band tooth pad is provided with bar hole;Foundation anchor bolts, Foundation anchor bolts will be fixed on built-in fitting with tooth pad, connection pedestal;First suspension member, the first suspension member is connected with being connected the over-hang part of pedestal by the first suspension member fixing bolt, and the first suspension member can be adjusted in a first direction with being connected the relative position of pedestal;Second suspension member, the second suspension member is connected with the first suspension member by the second suspension member connecting bolt, and the relative position of the second suspension member and the first suspension member can be adjusted in third direction;Curtain wall facestock is fixedly connected with the second suspension member.Using present system in practice of construction, site operation welding job amount is reduced, product quality is improved, it is to avoid the generation of fire.And then duration most shortization has been reached, also save cost.
Description
Technical field
The invention belongs to apparatus for building structure construction technology field, more particularly to a kind of big stroke switching of full aluminium welding
System and its construction method.
Background technology
Building decoration external-hanging structure, which has had, in recent years is widely applied, and construction technology is also increasingly mature.Build at present
The interconnection technique measure that curtain wall construction is used is generally:Built-in fitting → steel plate is installed → is installed and welds adaptor, is generally being applied
Work scene, because civil engineering structure has construction error, it is necessary to be adjusted on a large scale to curtain wall system, it is impossible to adapt to body junction
There is the situation of larger error in structure;Substantial amounts of manpower is needed to be welded, low construction efficiency;Scene will largely be welded, especially
It is high-rise and high-rise building, holds the generation of fire hazardous;Due to a large amount of welding, the welding slag of generation is uncontrollable, can be right
Curtain wall facestock produces damage, leaves potential safety hazard.
The content of the invention
The first object of the present invention is to provide a kind of big stroke adapting system of full aluminium welding, and the second object of the present invention is
A kind of construction method of the big stroke adapting system of full aluminium welding is provided, to solve to construct presence using welding adaptor mode
The problem of error is difficult to adjustment.
In order to realize above-mentioned first purpose, the present invention provides a kind of complete big stroke adapting system of aluminium welding, for by curtain
Metope material is installed on major structure of construction;It is determined that the horizontal line parallel with major structure of construction surface is first direction, with building
The vertical direction in agent structure surface is second direction, and vertical direction is third direction;It includes:
Built-in fitting, the built-in fitting is embedded in the major structure of construction;
Pedestal is connected, the connection pedestal includes fixed part and over-hang part;The fixed part of the connection pedestal is provided with and second
The parallel bar hole in direction;
Band tooth pad, it is described to be provided with the bar hole parallel with second direction with tooth pad;
Foundation anchor bolts, Foundation anchor bolts will be fixed on built-in fitting with tooth pad, connection pedestal;
First suspension member, first suspension member is connected with being connected the over-hang part of pedestal by the first suspension member fixing bolt, the first suspension member
It can be adjusted in a first direction with the relative position for being connected pedestal;Second suspension member, second suspension member and the first suspension member pass through
Two suspension member connecting bolts are connected, and the relative position of the second suspension member and the first suspension member can be adjusted in third direction;Curtain wall facestock with
Second suspension member is fixedly connected.
The big stroke adapting system of full aluminium welding as described above of the invention, further, the built-in fitting are that slot type is pre-buried
Part, is provided with the regulating tank parallel with first direction;The first suspension member fixing bolt is tapping screw.
The big stroke adapting system of full aluminium welding as described above of the invention, further, second suspension member set interior spiral shell
Line, first suspension member is inserted into the internal thread of the second suspension member, by the bolt regulation second for inserting the second suspension member internal thread
The relative position of suspension member and the first suspension member in third direction.
The big stroke adapting system of full aluminium welding as described above of the invention, further, the upper surface of the connection pedestal
Broached-tooth design is set, and sawtooth direction and the broached-tooth design with tooth pad are in opposite direction.
In order to realize above-mentioned second purpose, the present invention provides a kind of construction party of the complete big stroke adapting system of aluminium welding
Method, comprises the following steps:Surveying setting-out → built-in fitting → installation connection pedestal is set in major structure of construction and with tooth pad
→ will be fixed to by Foundation anchor bolts with tooth pad, connection pedestal on built-in fitting → is connected by the first suspension member fixing bolt
First suspension member is with being connected the over-hang part of pedestal → curtain wall facestock is composed of a fixed connection with the second suspension member by curtain wall fastening bolt
External-hanging structure → be connected external-hanging structure with the first suspension member.
The construction method of the big stroke adapting system of full aluminium welding as described above of the invention, it is preferred that passing through pedestal
During fixing bolt will be fixed on built-in fitting with tooth pad, connection pedestal, the most final position of regulation part in a first direction
Put.
The construction method of the big stroke adapting system of full aluminium welding as described above of the invention, it is preferred that passing through pedestal
During fixing bolt will be fixed on built-in fitting with tooth pad, connection pedestal, most final position of the regulation part in second direction
Put.
The construction method of the big stroke adapting system of aluminium welding of the invention as described above complete, it is preferred that by plug-in knot
During structure is connected with the first suspension member, regulation part is in the final position of third direction.
The beneficial effects of the invention are as follows:
The present invention prevents component displacement by using the frictional force of connecting portion is increased with tooth pad;Machine is adjusted using zigzag
Structure is without welding;Avoid producing damage due to welding multipair curtain wall facestock, so that there is potential safety hazard;In practice of construction, subtract
Few site operation welding job amount, improves product quality, it is to avoid the generation of fire.And then duration most shortization has been reached, also save
Cost;It is connected by screw bolts parts to can be very good to adapt to the error of civil engineering structure, makes curtain wall system easier for installation.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, above-mentioned and/or otherwise advantage of the invention will become
Become apparent from and be easier to understand, these accompanying drawings are schematical, are not intended to limit the present invention, wherein:
Fig. 1 is erected for the big stroke adapting system of full aluminium welding of an embodiment of the present invention and is cutd open schematic diagram;
Fig. 2 is the big cross-sectional schematic diagram of stroke adapting system of full aluminium welding of an embodiment of the present invention;
Fig. 3 a are the first suspension member schematic elevation view of an embodiment of the present invention;
Fig. 3 b are the first suspension member schematic top plan view of an embodiment of the present invention;
Fig. 4 a are the second suspension member part schematic elevation view of an embodiment of the present invention;
Fig. 4 b are the second suspension member part schematic top plan view of an embodiment of the present invention;
Fig. 5 a are first suspension member and the second suspension member part combination schematic elevation view of an embodiment of the present invention;
Fig. 5 b are first suspension member and the second suspension member part combination schematic top plan view of an embodiment of the present invention.
In accompanying drawing, the list of parts representated by each label is as follows:
1st, built-in fitting, 2, connection pedestal, 3, band tooth pad, 4, Foundation anchor bolts, the 5, first suspension member fixing bolt, 6, first hangs
Part, the 7, second suspension member, 8, facestock fixing bolt, the 9, second suspension member connecting bolt, 10, major structure of construction, 11, curtain wall facestock,
71st, internal thread.
Embodiment
Hereinafter, the full aluminium welding big stroke adapting system and its construction method of the present invention is described with reference to the accompanying drawings
Embodiment.
The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
The other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein
The technical scheme of substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating the design of the present invention, it is schematically indicated the shape of each several part
And its correlation.It note that between the structure of each part for the ease of clearly showing the embodiment of the present invention, each accompanying drawing
Do not drawn according to identical ratio.Identical reference marker is used to represent identical part.
Fig. 1 and Fig. 2 show the big stroke adapting system of full aluminium welding of an embodiment of the present invention, for by curtain wall facestock
11 are installed on major structure of construction 10;The horizontal line parallel with major structure of construction vertical surface is first direction(A left side in Fig. 2
Right direction), the direction vertical with the surface of major structure of construction 10 is second direction(Above-below direction in Fig. 2), vertical direction is
Third direction;It includes:
Built-in fitting 1, built-in fitting 1 is embedded in major structure of construction 10;In a preferred embodiment, built-in fitting 1 is that slot type is pre-buried
Part 1, is provided with the regulating tank parallel with first direction;
Pedestal 2 is connected, connection pedestal 2 includes fixed part and over-hang part;The fixed part of connection pedestal 2 is provided with flat with second direction
Capable bar hole;
Band tooth pad 3, the bar hole parallel with second direction is provided with tooth pad 3;Foundation anchor bolts insertion connection pedestal and
Bar hole with tooth pad, by the relative position regulation connection pedestal of the two in the position of second direction, is screwed after determining
Foundation anchor bolts, which make band tooth pad press connection pedestal, fixes connection base position.
Foundation anchor bolts 4, Foundation anchor bolts 4 will be fixed on built-in fitting 1 with tooth pad 3, connection pedestal 2;
First suspension member 6, the first suspension member 6 is connected with being connected the over-hang part of pedestal 2 by the first suspension member fixing bolt 5, the first suspension member 6
It can be adjusted in a first direction with the relative position for being connected pedestal 2, built-in fitting is provided with the regulating tank parallel with first direction, base
One end of seat fixing bolt is caught in regulating tank and can moved in regulating tank, realizes the position of connection pedestal in a first direction
Regulation;In a preferred embodiment, the first suspension member fixing bolt 5 is tapping screw.
Second suspension member 7, the second suspension member 7 is connected with the first suspension member 6 by the second suspension member connecting bolt 9, the second suspension member 7 and
The relative position of one suspension member 6 can be adjusted in third direction;Curtain wall facestock 11 is solid by the suspension member 7 of facestock fixing bolt 8 and second
Fixed connection.
, can be three during curtain wall facestock is installed on into major structure of construction using the adapting system of above-described embodiment
Individual direction in space carries out position adjustment, can eliminate and meet civil engineering structure and there is construction error, it is necessary to be carried out to curtain wall system big
The situation of range regulation;In addition, Site Welding need not be carried out, efficiency of construction is high.
In the further improvement to the above-mentioned complete big stroke adapting system of aluminium welding, with reference to shown in Fig. 3, Fig. 4 and Fig. 5,
Second suspension member 7 sets internal thread 71, and the first suspension member 6 is inserted into the internal thread of the second suspension member, by inserting spiral shell in the second suspension member
The bolt of line adjusts the relative position of the second suspension member and the first suspension member in third direction.
In the further improvement to the above-mentioned complete big stroke adapting system of aluminium welding, the upper surface of connection pedestal 2 is set
Broached-tooth design, sawtooth direction and the broached-tooth design with tooth pad 3 are in opposite direction.
A kind of construction method of the big stroke adapting system of full aluminium welding, comprises the following steps:Surveying setting-out → in building
Set built-in fitting 1 → installation connects pedestal 2 and with tooth pad 3 → will be with tooth pad by Foundation anchor bolts 4 in agent structure 10
Piece 3, connection pedestal 2 be fixed to built-in fitting 1 on → by the first suspension member fixing bolt 5 connect the first suspension member 6 with being connected pedestal 2
Over-hang part → the suspension member 7 of curtain wall facestock 11 and second is composed of a fixed connection external-hanging structure → by plug-in knot by curtain wall fastening bolt
Structure is connected with the first suspension member 6.
It is preferred that, in the process that will be fixed to by Foundation anchor bolts 4 with tooth pad 3, connection pedestal 2 on built-in fitting 1
In, the final position of regulation part in a first direction.
It is preferred that, in the process that will be fixed to by Foundation anchor bolts 4 with tooth pad 3, connection pedestal 2 on built-in fitting 1
In, regulation part is in the final position of second direction.
It is preferred that, during external-hanging structure is connected with the first suspension member 6, most final position of the regulation part in third direction
Put.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and further feature combination, and those skilled in the art are also
Other combinations between each technical characteristic can be carried out according to the purpose of invention, are defined by the purpose for realizing the present invention.
Claims (8)
1. a kind of big stroke adapting system of full aluminium welding, for curtain wall facestock to be installed on into major structure of construction;It is determined that with building
The parallel horizontal line in agent structure surface is built for first direction, the direction vertical with major structure of construction surface is second direction,
Vertical direction is third direction;It is characterised in that it includes:
Built-in fitting, the built-in fitting is embedded in the major structure of construction;
Pedestal is connected, the connection pedestal includes fixed part and over-hang part;The fixed part of the connection pedestal is provided with and second
The parallel bar hole in direction;
Band tooth pad, it is described to be provided with the bar hole parallel with second direction with tooth pad;
Foundation anchor bolts, Foundation anchor bolts will be fixed on built-in fitting with tooth pad, connection pedestal;
First suspension member, first suspension member is connected with being connected the over-hang part of pedestal by the first suspension member fixing bolt, the first suspension member
It can be adjusted in a first direction with the relative position for being connected pedestal;Second suspension member, second suspension member and the first suspension member pass through
Two suspension member connecting bolts are connected, and the relative position of the second suspension member and the first suspension member can be adjusted in third direction;Curtain wall facestock with
Second suspension member is fixedly connected.
2. the big stroke adapting system of full aluminium welding according to claim 1, it is characterised in that the built-in fitting is slot type
Built-in fitting, is provided with the regulating tank parallel with first direction;The first suspension member fixing bolt is tapping screw.
3. the big stroke adapting system of full aluminium welding according to claim 1, it is characterised in that second suspension member is set
Internal thread, first suspension member is inserted into the internal thread of the second suspension member, is adjusted by the bolt for inserting the second suspension member internal thread
The relative position of second suspension member and the first suspension member in third direction.
4. the big stroke adapting system of full aluminium welding according to claim 1, it is characterised in that the connection pedestal it is upper
Surface sets broached-tooth design, and sawtooth direction and the broached-tooth design with tooth pad are in opposite direction.
5. a kind of construction method of the big stroke adapting system of full aluminium welding, comprises the following steps:Surveying setting-out → in building master
Set built-in fitting → installation connects pedestal and with tooth pad → will be with tooth pad, linker by Foundation anchor bolts in body structure
Seat is fixed on built-in fitting → the first suspension member is connected with being connected the over-hang part of pedestal → by curtain by the first suspension member fixing bolt
Curtain wall facestock and the second suspension member are composed of a fixed connection external-hanging structure → be connected external-hanging structure with the first suspension member by wall fixing bolt.
6. the construction method of the big stroke adapting system of full aluminium welding according to claim 5, it is characterised in that passing through
During Foundation anchor bolts will be fixed on built-in fitting with tooth pad, connection pedestal, part is adjusted in a first direction most
Final position is put.
7. the construction method of the big stroke adapting system of full aluminium welding according to claim 5, it is characterised in that passing through
Foundation anchor bolts will with tooth pad, connection pedestal be fixed to built-in fitting on during, regulation part in second direction most
Final position is put.
8. the construction method of the big stroke adapting system of full aluminium welding according to claim 5, it is characterised in that by outside
During hanging hang structure is connected with the first suspension member, regulation part is in the final position of third direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710545009.4A CN107217771B (en) | 2017-07-06 | 2017-07-06 | All-aluminum non-welding large-stroke switching system and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710545009.4A CN107217771B (en) | 2017-07-06 | 2017-07-06 | All-aluminum non-welding large-stroke switching system and construction method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107217771A true CN107217771A (en) | 2017-09-29 |
CN107217771B CN107217771B (en) | 2020-05-08 |
Family
ID=59951959
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710545009.4A Expired - Fee Related CN107217771B (en) | 2017-07-06 | 2017-07-06 | All-aluminum non-welding large-stroke switching system and construction method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107217771B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108331178A (en) * | 2018-02-11 | 2018-07-27 | 厦门华旸建筑工程设计有限公司 | A kind of built-in fitting for skeleton exterior enclosure wall column bearing |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202299001U (en) * | 2011-08-22 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Hanging-connecting device for unit curtain wall |
CN203320757U (en) * | 2013-05-22 | 2013-12-04 | 中山盛兴股份有限公司 | Laterally-arranged-type unit curtain wall support |
CN104612358A (en) * | 2015-02-21 | 2015-05-13 | 原林 | Wall decoration building material hanging method |
CN104989019A (en) * | 2015-06-23 | 2015-10-21 | 上海龙人建设集团有限公司 | Stone curtain wall mounting structure of novel combination hanging piece and assembling and disassembling method thereof |
-
2017
- 2017-07-06 CN CN201710545009.4A patent/CN107217771B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202299001U (en) * | 2011-08-22 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Hanging-connecting device for unit curtain wall |
CN203320757U (en) * | 2013-05-22 | 2013-12-04 | 中山盛兴股份有限公司 | Laterally-arranged-type unit curtain wall support |
CN104612358A (en) * | 2015-02-21 | 2015-05-13 | 原林 | Wall decoration building material hanging method |
CN104989019A (en) * | 2015-06-23 | 2015-10-21 | 上海龙人建设集团有限公司 | Stone curtain wall mounting structure of novel combination hanging piece and assembling and disassembling method thereof |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108331178A (en) * | 2018-02-11 | 2018-07-27 | 厦门华旸建筑工程设计有限公司 | A kind of built-in fitting for skeleton exterior enclosure wall column bearing |
Also Published As
Publication number | Publication date |
---|---|
CN107217771B (en) | 2020-05-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206458918U (en) | A kind of adjustable subway suspension and support | |
CN106639336A (en) | Prefabricated concrete wall panel installation and emplacement orientation adjustment device and construction method thereof | |
CN101956438A (en) | Three-dimensionally adjustable disconnectable curtain wall connecting device and construction method thereof | |
CN104410032B (en) | Cable mounting and fixing bracket | |
CN104061369B (en) | The assembled movable cable support of medium and high voltage cable line arrangement in a kind of distance passage | |
CN206034408U (en) | A back pitching pile formula jacket structure for marine booster station | |
CN207079768U (en) | A kind of light prefabricated Side fascia adapting system | |
CN106322347B (en) | The construction method of waste incineration and generating electricity waste heat boiler water-cooling wall integral head injection | |
CN202735267U (en) | Pipeline center radiography device | |
CN107217771A (en) | The complete big stroke adapting system of aluminium welding and its construction method | |
CN214883827U (en) | Construction elevator foundation support system device that encorbelments | |
CN104890106B (en) | The pre-buried more combination building block moulds of wall line box | |
CN107498703A (en) | The two-way automatic Tensioning mould of prestressing force mortar Decorative hanging board | |
CN202324202U (en) | Adjustable device for connecting steel vertical component with steel horizontal component | |
CN206769350U (en) | Outer on large-sized station boiler Steel Structure chooses net scaffold | |
CN215484886U (en) | Adjustable strutting arrangement for building | |
CN206562753U (en) | Adjustable steel wire rope builder's jack constructing device | |
CN202031309U (en) | Suspending operation platform for structural concrete constructions | |
CN104863347A (en) | Building scaffold wall connecting structure and construction process | |
CN213143141U (en) | Concrete floor jumps storehouse seam and uses instrument formula template fixing device | |
CN107489152A (en) | A kind of screw anchor encircles static press piling constructing device and its construction method | |
CN203022131U (en) | L-shaped wall internal corner integral horizontal connection node | |
CN207079912U (en) | Construction joint control device | |
CN202467864U (en) | Fastening arch initial supporting steel frame connection for excavated metro station | |
CN206011003U (en) | A kind of waterstop fills in the auxiliary device of steel band overlapping the slot |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200508 Termination date: 20210706 |