CN107762017A - The connection method of curtain skeleton and the pre-buried anchor slab of major structure of construction - Google Patents
The connection method of curtain skeleton and the pre-buried anchor slab of major structure of construction Download PDFInfo
- Publication number
- CN107762017A CN107762017A CN201610664559.3A CN201610664559A CN107762017A CN 107762017 A CN107762017 A CN 107762017A CN 201610664559 A CN201610664559 A CN 201610664559A CN 107762017 A CN107762017 A CN 107762017A
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- CN
- China
- Prior art keywords
- construction
- major structure
- anchor slab
- buried anchor
- steel plate
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- 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.)
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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
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- 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 the connection method of a kind of curtain skeleton and the pre-buried anchor slab of major structure of construction, this method carries out screening property partial cut to the major structure of construction wall for building shaping by laying bricks or stones first, and cutting part is corresponding with the pre-buried anchor slab of major structure of construction；Then penetrate cutting part using some square steel tube levels to be connected with the pre-buried anchor slab full weld of major structure of construction, some square steel tube head end full welds connect the parallel steel plate parallel with major structure of construction wall, and the facade of some parallel steel plates is located at same vertical line；Some parallel steel plate end faces full weld connects steel plate vertical with major structure of construction wall body vertical, and vertical steel plate forms the adaptor with curtain skeleton, realizes the connection of curtain skeleton and the pre-buried anchor slab of major structure of construction.This method overcomes the defects of conventional curtain wall construction, avoids the position deviation of pre-buried anchor slab and curtain skeleton connector, it is ensured that the normal construction operation of curtain wall, reduces construction cost, improves efficiency of construction.
Description
Technical field
The present invention relates to the connection method of a kind of curtain skeleton and the pre-buried anchor slab of major structure of construction.
Background technology
With the rapid development of building trade, alien invasion decorative engineering also progressively tends to be ripe.Glass curtain wall, aluminium sheet curtain
Effective connection of the ornament materials such as wall, dry-hang stone curtain wall and major structure of construction is more and more in widespread attention.But general
In building construction process, typically not commensurate is individually designed, therefore often occur with main building design for alien invasion Decoration Design
The connector of the pre-buried anchor slab of major structure of construction alien invasion and curtain skeleton not at grade, pre-buried anchor slab and curtain skeleton
There is deviation in connector position, it is impossible to effectively realize connection, have a strong impact on the construction operation of curtain wall.To overcome drawbacks described above, lead to
The wall that shaping need to often have been built by laying bricks or stones to major structure of construction alien invasion is largely removed, changes the global shape that alien invasion is decorated.Such as
This causes the artificial, significant wastage of material, and secondary operating expenses occurs, and has a strong impact on construction period, reduces efficiency of construction.
The content of the invention
The technical problems to be solved by the invention are to provide the company of a kind of curtain skeleton and the pre-buried anchor slab of major structure of construction
Method is connect, this method overcomes the defects of conventional curtain wall is constructed, and avoids the position deviation of pre-buried anchor slab and curtain skeleton connector,
Ensure the normal construction operation of curtain wall, reduce construction cost, improve efficiency of construction.
In order to solve the above technical problems, the connection method of curtain skeleton of the present invention and the pre-buried anchor slab of major structure of construction includes
Following steps：
Step 1: screening property partial cut, cutting part and building body are carried out to the major structure of construction wall for building shaping by laying bricks or stones
The pre-buried anchor slab of structure is corresponding；
Step 2: penetrate cutting part and square steel tube tail end and the pre-buried anchor slab of major structure of construction using some square steel tube levels
Full weld connects, and some square steel tube head end full welds connect the parallel steel plate parallel with major structure of construction wall, some parallel steel plates
Facade be located at same vertical line；
Step 3: some parallel steel plate end faces full weld connects steel plate vertical with major structure of construction wall body vertical, vertical steel plate
The adaptor with curtain skeleton is formed, realizes the connection of curtain skeleton and the pre-buried anchor slab of major structure of construction.
Further, the size of the square steel tube is 100 × 50 × 4mm.
Further, the thickness of the parallel steel plate and vertical steel plate is respectively 8mm and 6mm.
Because the connection method of curtain skeleton of the present invention and the pre-buried anchor slab of major structure of construction employs above-mentioned technical proposal, i.e., originally
Method carries out screening property partial cut, cutting part and major structure of construction to the major structure of construction wall for building shaping by laying bricks or stones first
Pre-buried anchor slab is corresponding；Then cutting part is penetrated using some square steel tube levels with the pre-buried anchor slab full weld of major structure of construction to connect
Connect, some square steel tube head end full welds connect the parallel steel plate parallel with major structure of construction wall, the facade of some parallel steel plates
Positioned at same vertical line；Some parallel steel plate end faces full weld connects steel plate vertical with major structure of construction wall body vertical, vertical steel
Plate forms the adaptor with curtain skeleton, realizes the connection of curtain skeleton and the pre-buried anchor slab of major structure of construction.This method overcomes
The defects of conventional curtain wall construction, avoid the position deviation of pre-buried anchor slab and curtain skeleton connector, it is ensured that curtain wall is normally applied
Work industry, reduces construction cost, improves efficiency of construction.
Brief description of the drawings
The present invention is described in further detail with embodiment below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation that curtain skeleton is connected with the pre-buried anchor slab of major structure of construction in this method.
Embodiment
Embodiment is as shown in figure 1, the connection method of curtain skeleton of the present invention and the pre-buried anchor slab of major structure of construction is included such as
Lower step：
Step 1: screening property partial cut, cutting part and building body are carried out to the major structure of construction wall 1 for building shaping by laying bricks or stones
The pre-buried correspondence of anchor slab 2 of structure；
Step 2: penetrate cutting part and the tail end of square steel tube 3 and the pre-buried anchor of major structure of construction using some levels of square steel tube 3
The full weld of plate 2 connects, and some head end full welds of square steel tube 3 connect the parallel steel plate 4, Ruo Ganping parallel with major structure of construction wall 1
The facade of row steel plate 4 is located at same vertical line；
Step 3: some end face full welds of parallel steel plate 4 connect the vertical steel plate 5 vertical with major structure of construction wall 1, vertical steel
Plate 5 forms the adaptor with curtain skeleton 6, realizes the connection of curtain skeleton 6 and the pre-buried anchor slab 2 of major structure of construction.
Preferably, the size of the square steel tube 3 is 100 × 50 × 4mm.
Preferably, the thickness of the parallel steel plate 4 and vertical steel plate 5 is respectively 8mm and 6mm.
This method is entered before partial cut is carried out to major structure of construction wall by the infrared measurement machine to pre-buried anchor slab
Row measurement, it is some parallel because adaptor length is by compound afterwards according to the accurate blanking of data other side's length of steel pipe of measurement
The facade of steel plate is located at same vertical line, so that it is guaranteed that the perpendicularity of curtain wall facade, improves installation quality.
This method easy construction, good engineering quality, engineering efficiency high, cost payout are low；And connection member used
Directly spelled according to live entity and make and connect shaping, site operation is directly welded to connect, and can be improved construction precision, be kept away
The cost increase exempted from live secondary operation and occurred, solving alien invasion curtain skeleton can not be connected and cause with concrete structured beam
The problem of curtain wall can not be fixed.
Claims (3)
1. the connection method of a kind of curtain skeleton and the pre-buried anchor slab of major structure of construction, it is characterised in that this method includes following step
Suddenly：
Step 1: screening property partial cut, cutting part and building body are carried out to the major structure of construction wall for building shaping by laying bricks or stones
The pre-buried anchor slab of structure is corresponding；
Step 2: penetrate cutting part and square steel tube tail end and the pre-buried anchor slab of major structure of construction using some square steel tube levels
Full weld connects, and some square steel tube head end full welds connect the parallel steel plate parallel with major structure of construction wall, some parallel steel plates
Facade be located at same vertical line；
Step 3: some parallel steel plate end faces full weld connects steel plate vertical with major structure of construction wall body vertical, vertical steel plate
The adaptor with curtain skeleton is formed, realizes the connection of curtain skeleton and the pre-buried anchor slab of major structure of construction.
2. the connection method of curtain skeleton according to claim 1 and the pre-buried anchor slab of major structure of construction, it is characterised in that：
The size of the square steel tube is 100 × 50 × 4mm.
3. the connection method of curtain skeleton according to claim 1 and the pre-buried anchor slab of major structure of construction, it is characterised in that：
The thickness of the parallel steel plate and vertical steel plate is respectively 8mm and 6mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664559.3A CN107762017A (en) | 2016-08-15 | 2016-08-15 | The connection method of curtain skeleton and the pre-buried anchor slab of major structure of construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664559.3A CN107762017A (en) | 2016-08-15 | 2016-08-15 | The connection method of curtain skeleton and the pre-buried anchor slab of major structure of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107762017A true CN107762017A (en) | 2018-03-06 |
Family
ID=61259677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610664559.3A Withdrawn CN107762017A (en) | 2016-08-15 | 2016-08-15 | The connection method of curtain skeleton and the pre-buried anchor slab of major structure of construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107762017A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2678659A1 (en) * | 1991-07-01 | 1993-01-08 | Sogea | Method for protection and cladding of a building facade, and corresponding building |
| FR2743101A1 (en) * | 1995-12-28 | 1997-07-04 | Spie Citra | Method of making cavity wall |
| CN103758265A (en) * | 2014-01-22 | 2014-04-30 | 合肥建工集团有限公司 | Rack type GRC curtain wall with irregular vertical face and mounting method thereof |
| CN104110125A (en) * | 2014-07-18 | 2014-10-22 | 浙江万华建设有限公司 | Scaffold wall-connecting device and waterproof method after dismantling of scaffold wall-connecting device |
| CN205224362U (en) * | 2015-12-07 | 2016-05-11 | 南京三惠建设工程有限公司 | Open type aluminum plate curtain wall |
-
2016
- 2016-08-15 CN CN201610664559.3A patent/CN107762017A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2678659A1 (en) * | 1991-07-01 | 1993-01-08 | Sogea | Method for protection and cladding of a building facade, and corresponding building |
| FR2743101A1 (en) * | 1995-12-28 | 1997-07-04 | Spie Citra | Method of making cavity wall |
| CN103758265A (en) * | 2014-01-22 | 2014-04-30 | 合肥建工集团有限公司 | Rack type GRC curtain wall with irregular vertical face and mounting method thereof |
| CN104110125A (en) * | 2014-07-18 | 2014-10-22 | 浙江万华建设有限公司 | Scaffold wall-connecting device and waterproof method after dismantling of scaffold wall-connecting device |
| CN205224362U (en) * | 2015-12-07 | 2016-05-11 | 南京三惠建设工程有限公司 | Open type aluminum plate curtain wall |
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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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180306 |