CN208023804U - Back hanging anchor bolt type stone curtain wall structure - Google Patents
Back hanging anchor bolt type stone curtain wall structure Download PDFInfo
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- CN208023804U CN208023804U CN201820206463.7U CN201820206463U CN208023804U CN 208023804 U CN208023804 U CN 208023804U CN 201820206463 U CN201820206463 U CN 201820206463U CN 208023804 U CN208023804 U CN 208023804U
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Abstract
The utility model is related to back hanging anchor bolt type stone curtain wall structure, belong to the realm of building construction.It has the embedded board being arranged in building body, symmetrically arranged zinc-plated steel channel connector is connected on embedded board, columns assemblies have been bolted in zinc-plated steel channel connector, crossbeam has been bolted in columns assemblies, crossbeam collectively forms zinc-plated steel skeleton with columns assemblies, it is provided with fireprotection layer between zinc-plated steel skeleton and building body, aluminium alloy pendant is connected on crossbeam, it is connected with stone panel on aluminium alloy pendant, there is gap between stone panel, aluminium sheet waterproof layer is provided at gap, aluminium alloy pendant is connected with the aluminium being bolted to connection on crossbeam and chooses part, aluminium, which is chosen, is provided with insulation spacer between part and crossbeam.The usefulness of the utility model is：The effect of being cracked principle using isobaric convection current inside and outside curtain wall, improving the impervious performance of structurally waterproof and heat preservation energy-saving, is reducingd the construction costs, reduces curtain wall long term maintenance expense simultaneously.
Description
Technical field
The utility model is related to back hanging anchor bolt type stone curtain wall structure, belong to the realm of building construction.
Background technology
General dry-hang stone connection structure mainly has following two modes：1, after bolt-type connection is unfavorable for stone material breakage
It replaces, and processing installation is more complicated, is rarely employed in Practical Project.2, the connection of part formula is chosen：A, dead weight is by nethermost two
A part of choosing is born, and when stone curtain wall is to bottom offset, the transmission of downward force easily occurs.B, for super large-scale stone curtain wall plate
Block need to add supporting point, some ways to open irregular deep trouth at the back side of stone material, then use gluing knot among stone material back
Fixed line-styled pendant, stress is realized mainly by adhesive tension, and the quality of connection of tie point, can not examine control.
It need to slot on stone material section when c, being installed due to pendant, stone material thickness cannot be below 25mm, cause curtain wall weight big.d,
Curtain wall dried hanging stone material open flume type supports, and which haves the characteristics that flexural strength requirement is high.E, the positive pressure negative pressure that stone material is born
Continuous variation cycle, there are security risks.
Invention content
Technical problem to be solved in the utility model is：There is provided it is a kind of cracked principle with isobaric convection current inside and outside curtain wall, carry
The back hanging anchor bolt type stone curtain wall structure of the impervious performance of high structurally waterproof.
For the above technical problem, the utility model is related to back hanging anchor bolt type stone curtain wall structure, there is setting to be led in building
Internal embedded board is connected with symmetrically arranged zinc-plated steel channel connector on the embedded board, in the zinc-plated steel channel connector
On columns assemblies have been bolted, be bolted crossbeam in the columns assemblies, the crossbeam and column group
Part collectively forms zinc-plated steel skeleton, and fireprotection layer is provided between zinc-plated steel skeleton and building body, is connected on the crossbeam
Aluminium alloy pendant is connected with stone panel on the aluminium alloy pendant, has gap between the stone panel, in the gap
Place is provided with aluminium sheet waterproof layer, and the aluminium alloy pendant is connected with the aluminium being bolted to connection on crossbeam and chooses part, described
Aluminium, which is chosen, is provided with insulation spacer between part and crossbeam.
Preferably, aluminium alloy pendant has is connected to the U-shaped component on stone panel by back of the body bolt, in the U-shaped group
Part is provided at both ends with dashpot, and rubber strip is provided in the dashpot, also has connection in the upper end of aluminium alloy pendant
Mounting slot on U-shaped component, is symmetrically arranged with rubber strip in mounting slot, and the aluminium alloy pendant is articulated in by mounting slot
Aluminium is chosen on part, and caging bolt is connected in upper interior also wear of mounting slot.
Preferably, in order to improve fire prevention and the heat insulation effect of back hanging anchor bolt type stone curtain wall structure, there is fireprotection layer fire prevention to protect
Warm rock wool and the galvanized iron sheet being connected at zinc-plated steel skeleton.
Preferably, columns assemblies include upper pillar stand, lower pillar stand and for connecting the core between upper pillar stand and lower pillar stand
In order to meet zinc-plated steel skeleton corresponding displacement can occur for column after by external force, be equipped with and be not less than between upper pillar stand and lower pillar stand
The spacing of 15mm, and linked using stem.The total length of stem is not less than 400mm, close with column by stainless steel bolt
Connection.
Preferably, stone panel corner is provided with the switching steel angle hitch for connecting stone panel, the switching steel
Corner brace is L-shaped, and the back of the body bolt being connected on stone panel is respectively and fixedly provided at L-shaped both ends.
Preferably, crossbeam is connect with columns assemblies for convenience, the stability of connection is improved, is connected in columns assemblies
Zinc-plated steel angle hitch, the crossbeam are connected to by zinc-plated steel angle hitch in columns assemblies.
Preferably, in order to reinforce its structural strength in the structural strength deficiency of embedded board, the reliability of installation is improved,
The change for being connected with the galvanized steel plain sheet for reinforcing embedded board structural strength on embedded board and being fixed on galvanized steel plain sheet on embedded board
Learn anchor bolt.
Preferably, in order to improve the lightning protection effect of back hanging anchor bolt type stone curtain wall structure, also set between embedded board and fireprotection layer
It is equipped with lightning-arrest circle copper.
Preferably, in order to improve the waterproof effect of back hanging anchor bolt type stone curtain wall structure, it is fixed on the outside of zinc-plated steel skeleton
Aluminium sheet is sealed, one end of aluminium sheet waterproof layer is fixedly connected on sealing aluminium sheet, and the other end stretches into the gap of stone panel and tight
It is attached on the stone panel of downside.
Compared with prior art, the usefulness of the utility model is：Factorial construction degree is high, on plank after wall directly
Mounting connection, adjustment workload is few, improves working security and finished product protection rate, is cracked original using isobaric convection current inside and outside curtain wall
It the effect of reason, the impervious performance of raising structurally waterproof and heat preservation energy-saving, reducings the construction costs simultaneously, reduces curtain wall long term maintenance and take
With.
Description of the drawings
The utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is back hanging anchor bolt type stone curtain wall structure schematic diagram；
Fig. 2 is zinc-plated steel skeleton transverse connection structure schematic diagram；
Fig. 3 is zinc-plated steel skeleton vertical connection structure schematic diagram；
Fig. 4 is aluminium alloy pendant attachment structure schematic diagram；
Fig. 5 is stone panel corner structural schematic diagram.
In figure：1, building body；2, embedded board；21, lightning-arrest circle copper；3, zinc-plated steel channel connector；4, columns assemblies；41,
Upper pillar stand；42, lower pillar stand；43, stem；5, crossbeam；51, insulation spacer；6, zinc-plated steel skeleton；61, aluminium sheet is sealed；7, it prevents fires
Layer；71, fireproof heat insulating rock wool；72, galvanized iron sheet；8, aluminium alloy pendant；81, U-shaped component；82, dashpot；83, slot is mounted；
84, caging bolt；9, stone panel；91, switching steel angle hitch；10, aluminium sheet waterproof layer；11, aluminium chooses part；12, zinc-plated steel angle hitch；
13, chemical anchor bolts.
Specific implementation mode
For the above technical problem, the utility model is related to back hanging anchor bolt type stone curtain wall structure, Fig. 1, Fig. 2, Fig. 3, Fig. 4 and
Shown in Fig. 5：With the embedded board 2 being arranged in building body 1, symmetrically arranged zinc-plated channel steel is connected on the embedded board 2
Connector 3 has been bolted columns assemblies 4 in the zinc-plated steel channel connector 3, has passed through in the columns assemblies 4
It is bolted crossbeam 5, the crossbeam 5 collectively forms zinc-plated steel skeleton 6 with columns assemblies 4, is led in zinc-plated steel skeleton 6 and building
It is provided with fireprotection layer 7 between body 1, aluminium alloy pendant 8 is connected on the crossbeam 5, stone material is connected on the aluminium alloy pendant 8
Panel 9 has gap between the stone panel 9, aluminium sheet waterproof layer 10, the aluminium alloy pendant is provided at the gap
8, which are connected with the aluminium being bolted to connection on crossbeam 5, chooses part 11, and the aluminium, which is chosen, is provided with insulation between part 11 and crossbeam 5
Gasket 51, aluminium alloy pendant 8 has is connected to the U-shaped component 81 on stone panel 9 by back of the body bolt, in the U-shaped component 81
It is provided at both ends with dashpot 82, rubber strip is provided in the dashpot 82, also there is connection in the upper end of aluminium alloy pendant 8
Mounting slot 83 on U-shaped component 81 is symmetrically arranged with rubber strip in mounting slot 83, and the aluminium alloy pendant 8 passes through mounting
Slot 83 is articulated in aluminium and chooses on part 11, is connected to caging bolt 84 in upper interior also wear of mounting slot 83, columns assemblies 4 include upper pillar stand
41, lower pillar stand 42 and for connecting the stem 43 between upper pillar stand 41 and lower pillar stand 42, and upper pillar stand 41 and lower pillar stand 42 it
Between the spacing with 15mm, zinc-plated steel angle hitch 12 is connected in columns assemblies 4, the crossbeam 5 passes through zinc-plated steel angle hitch 12 and connects
In columns assemblies 4.
In order to improve fire prevention and the heat insulation effect of back hanging anchor bolt type stone curtain wall structure, as shown in figures 1 and 3, the fireprotection layer 7
With fireproof heat insulating rock wool 71 and the galvanized iron sheet 72 being connected at zinc-plated steel skeleton 6.
In order to facilitate the stone panel 9 of fixed corner, as shown in Figure 5：9 corner of the stone panel, which is provided with, to be used for
The switching steel angle hitch 91 of stone panel 9 is connected, the switching steel angle hitch 91 is L-shaped, is respectively and fixedly provided at L-shaped both ends and is connected to stone
Back of the body bolt on face plate 9.
In order to reinforce its structural strength in the structural strength deficiency of embedded board 2, the reliability of installation is improved, such as Fig. 2 institutes
Show：It is connected with the galvanized steel plain sheet for reinforcing 2 structural strength of embedded board on embedded board 2 and galvanized steel plain sheet is fixed on embedded board 2
On chemical anchor bolts 13, lightning-arrest circle copper 21 is additionally provided between embedded board 2 and fireprotection layer 7.
In order to improve the waterproof effect of back hanging anchor bolt type stone curtain wall structure, as depicted in figs. 1 and 2：The zinc-plated steel skeleton 6
Outside is fixed with sealing aluminium sheet 61, and one end of the aluminium sheet waterproof layer 10 is fixedly connected on sealing aluminium sheet 61, and the other end stretches into
In the gap of stone panel 9 and it is tightly attached on the stone panel 9 of downside.
It is emphasized that：It the above is only the introduction and description of the occupation mode of the utility model, it is not new to this practicality
Type makes any form of restriction, made by the above technical examples according to the technical essence of the present invention any simply to repair
Change, equivalent variations and modification, is still within the scope of the technical solutions of the present invention.
Claims (9)
1. a kind of back hanging anchor bolt type stone curtain wall structure has and is arranged in building body（1）Interior embedded board（2）, it is characterised in that：Institute
State embedded board（2）On be connected with symmetrically arranged zinc-plated steel channel connector（3）, in the zinc-plated steel channel connector（3）On pass through
It has been bolted columns assemblies（4）, in the columns assemblies（4）On crossbeam has been bolted（5）, the crossbeam（5）With
Columns assemblies（4）Collectively form zinc-plated steel skeleton（6）, in zinc-plated steel skeleton（6）And building body（1）Between be provided with fireprotection layer
（7）, the crossbeam（5）On be connected with aluminium alloy pendant（8）, the aluminium alloy pendant（8）On be connected with stone panel（9）, institute
State stone panel（9）Between have gap, aluminium sheet waterproof layer is provided at the gap（10）, the aluminium alloy pendant（8）
It is connected with and is bolted to connection in crossbeam（5）On aluminium choose part（11）, the aluminium chooses part（11）And crossbeam（5）Between be arranged
There is insulation spacer（51）.
2. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The aluminium alloy pendant（8）Have
It is connected to stone panel by back of the body bolt（9）On U-shaped component（81）, in the U-shaped component（81）Be provided at both ends with dashpot
（82）, in the dashpot（82）It is inside provided with rubber strip, in aluminium alloy pendant（8）Upper end also have be connected to U-shaped component
（81）On mounting slot（83）, in mounting slot（83）Inside it is symmetrically arranged with rubber strip, the aluminium alloy pendant（8）By mounting slot
（83）It is articulated in aluminium and chooses part（11）On, in mounting slot（83）It is upper in also wear and be connected to caging bolt（84）.
3. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The fireprotection layer（7）With fire prevention
Heat preservation rock（71）Be connected to zinc-plated steel skeleton（6）The galvanized iron sheet at place（72）.
4. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The columns assemblies（4）Including upper
Column（41）, lower pillar stand（42）And for connecting upper pillar stand（41）And lower pillar stand（42）Between stem（43）.
5. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The stone panel（9）Corner
It is provided with for connecting stone panel（9）Switching steel angle hitch（91）, the switching steel angle hitch（91）It is L-shaped, at L-shaped both ends
It is respectively and fixedly provided with and is connected to stone panel（9）On back of the body bolt.
6. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The columns assemblies（4）Upper connection
There is zinc-plated steel angle hitch（12）, the crossbeam（5）Pass through zinc-plated steel angle hitch（12）It is connected to columns assemblies（4）On.
7. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The embedded board（2）On be connected with
For reinforcing embedded board（2）The galvanized steel plain sheet of structural strength and galvanized steel plain sheet is fixed on embedded board（2）On chemical anchor bolts
（13）.
8. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The embedded board（2）And fireprotection layer
（7）Between be additionally provided with lightning-arrest circle copper（21）.
9. back hanging anchor bolt type stone curtain wall structure according to claim 1, it is characterised in that：The zinc-plated steel skeleton（6）It is outer
Side is fixed with sealing aluminium sheet（61）, the aluminium sheet waterproof layer（10）One end be fixedly connected on sealing aluminium sheet（61）On, the other end
Stretch into stone panel（9）Gap in and be tightly attached to downside stone panel（9）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820206463.7U CN208023804U (en) | 2018-02-06 | 2018-02-06 | Back hanging anchor bolt type stone curtain wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820206463.7U CN208023804U (en) | 2018-02-06 | 2018-02-06 | Back hanging anchor bolt type stone curtain wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208023804U true CN208023804U (en) | 2018-10-30 |
Family
ID=63903862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820206463.7U Active CN208023804U (en) | 2018-02-06 | 2018-02-06 | Back hanging anchor bolt type stone curtain wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208023804U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222343A (en) * | 2018-02-06 | 2018-06-29 | 南方雄狮创建集团股份有限公司 | A kind of back hanging anchor bolt type stone curtain wall structure |
| CN109403475A (en) * | 2018-12-26 | 2019-03-01 | 山东天元装饰工程有限公司 | A kind of high-performance connection structure of stone curtain wall deformation joint |
| CN111188442A (en) * | 2020-01-14 | 2020-05-22 | 中国十七冶集团有限公司 | Novel construction method for stone curtain wall and water-dispersing joint |
| CN111287364A (en) * | 2020-02-17 | 2020-06-16 | 上海市建筑装饰工程集团有限公司 | Component is hung futilely to open stone material curtain |
| CN111827540A (en) * | 2020-07-16 | 2020-10-27 | 上海锋思城界建筑设计研究院有限公司 | Glass curtain wall |
-
2018
- 2018-02-06 CN CN201820206463.7U patent/CN208023804U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222343A (en) * | 2018-02-06 | 2018-06-29 | 南方雄狮创建集团股份有限公司 | A kind of back hanging anchor bolt type stone curtain wall structure |
| CN109403475A (en) * | 2018-12-26 | 2019-03-01 | 山东天元装饰工程有限公司 | A kind of high-performance connection structure of stone curtain wall deformation joint |
| CN109403475B (en) * | 2018-12-26 | 2024-03-01 | 山东天元装饰工程有限公司 | High-performance connecting structure of stone curtain wall deformation joint |
| CN111188442A (en) * | 2020-01-14 | 2020-05-22 | 中国十七冶集团有限公司 | Novel construction method for stone curtain wall and water-dispersing joint |
| CN111287364A (en) * | 2020-02-17 | 2020-06-16 | 上海市建筑装饰工程集团有限公司 | Component is hung futilely to open stone material curtain |
| CN111287364B (en) * | 2020-02-17 | 2021-11-09 | 上海市建筑装饰工程集团有限公司 | Component is hung futilely to open stone material curtain |
| CN111827540A (en) * | 2020-07-16 | 2020-10-27 | 上海锋思城界建筑设计研究院有限公司 | Glass curtain wall |
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