CN207296107U - A kind of frame grid type clay plate curtain wall - Google Patents
A kind of frame grid type clay plate curtain wall Download PDFInfo
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- CN207296107U CN207296107U CN201721067103.5U CN201721067103U CN207296107U CN 207296107 U CN207296107 U CN 207296107U CN 201721067103 U CN201721067103 U CN 201721067103U CN 207296107 U CN207296107 U CN 207296107U
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Abstract
It the utility model is related to a kind of frame grid type clay plate curtain wall, it is characterized in that built-in backing plate and built-in bolt are preset in building element, and backing plate dowel and lateral connection muscle are set respectively on built-in backing plate and built-in bolt, vertical dowel is set between of vertically-adjacent built-in bolt；Corner brace transverse slat and corner brace riser are connected by corner brace nut and upstanding studs respectively perpendicular to the elongated laying of column with built-in bolt and column；Crossbeam cross section is L-shaped, and crossbeam riser and crossbeam bottom plate set cross-beam connecting plate and reinforcement floor respectively with column joint；Curve link slot, only rear glue injection body, glue stopper are set at transverse joint between pottery clay plates and prefabricated suspension member joint setting seam obturator, pottery clay plates；Building element sets heat insulation layer with clay plate interspaces.The utility model can not only improve the node bonding strength of clay plate curtain wall, positioning accuracy, and can improve site operation efficiency.
Description
Technical field
The utility model is related to one kind can effectively lift frame grid type clay plate curtain wall node bonding strength, positioning accuracy, apply
Work efficiency rate, improves the frame grid type clay plate curtain wall of frame grid type clay plate curtain wall Stress property.Belong to building decoration engineering field, fit
For clay plate curtain wall engineering.
Background technology
Clay plate curtain wall as emerging construction exterior curtain wall, have acid and alkali-resistance frost resistance, fire protection flame retarding, easy maintenance,
The advantages that energy conservation and environmental protection, wait in numerous architectural engineerings especially high-grade office building, major museum, exhibition center, subway station
Apply in hall etc..In clay plate curtain wall work progress, be commonly encountered component installation positioning accuracy not enough, node bonding strength not
The engineering problems such as foot, low construction efficiency, Engineering Quality Control difficulty be big.
At present, be a kind of clay plate curtain wall structure, it is characterised in that structure include steel column, crossbeam, galvanized sheet,
Heat preservation rock, aluminium suspension member, aluminium is linked up with and member connecting, is connected between the lower upright using the transition of rectangular tube lock pin, steel
Connected between column and crossbeam using transition corner brace.Analysis is found, though the structure solves the vertical carrying of clay plate curtain wall, horizontal stroke
The problems such as being connected to carrying, column, and ideal construction quality is achieved under suitable conditions of project natural environment, but structure
Fail effectively lifting column and the bonding strength of building structure, crossbeam and aluminium suspension member, still there is node connection Stress property to improve, structure
The practical problems such as the enhancing of part bonding strength, structure durability lifting need to solve.
In consideration of it, for the deficiency in current clay plate curtain wall and its construction, to improve clay plate curtain wall structure construction matter
Amount and site operation efficiency, improve joints character and component bonding strength, lift structure durability, urgently invents one at present
Kind of Stress property is good, construction efficiency is high, the frame grid type clay plate curtain wall of safety durable and construction method.
The content of the invention
Clay plate curtain wall structure construction quality can be effectively improved the purpose of this utility model is to provide one kind and scene is applied
Work efficiency rate, improve joints character and component bonding strength, the frame grid type clay plate curtain wall of lift structure durability.
In order to realize above-mentioned technical purpose, the utility model employs following technical scheme.
A kind of frame grid type clay plate curtain wall, it is characterised in that built-in backing plate 2 and built-in bolt are preset in building element 33
3, backing plate dowel 4 and lateral connection muscle 5 are set respectively on built-in backing plate 2 and built-in bolt 3, in of vertically-adjacent built-in bolt 3
Between vertical dowel 6 is set；Corner brace transverse slat 7 and corner brace riser 8 are perpendicular to 9 elongated laying of column, with built-in bolt 3 and column
9 are connected by corner brace nut 10 and upstanding studs 11 respectively；12 cross section of crossbeam is L-shaped, perpendicular to 9 elongated laying of column,
Crossbeam riser 13 and crossbeam bottom plate 14 set cross-beam connecting plate 15 and reinforcement floor 16 respectively with 9 joint of column；Prefabricated hanging seat
17 lay along the longitudinal uniform intervals of crossbeam 12, and glue line 34 is set between prefabricated suspension member 18；In pottery clay plates 1 and prefabricated 18 phase of suspension member
Meet place and seam obturator 19 is set, curve link slot 20, only rear glue injection body 21, glue stopper 22 are set at 1 transverse joint of pottery clay plates；
Gap sets heat insulation layer 23 between building element 33 and pottery clay plates 1.
The built-in backing plate 2 is prefabricated elongated using steel plate, and is laid perpendicular to 33 short transverse of building element, with angle
Bolt built in the setting of 7 joint of code transverse slat passes through groove 24；Uniform intervals lay backing plate dowel 4 on built-in backing plate 2.
The built-in bolt 3 is L-shaped, is welded to connect with vertical dowel 6；Vertical dowel 6 is in each built-in bolt 3
It is upper to set 1~2, it is welded to connect with built-in bolt 3, component longitudinal reinforcement 32.
The corner brace transverse slat 7 and corner brace riser 8 are integrally rolled by one block of steel plate or formed by two pieces of steel plate vertical weldings；
Bolt connecting hole 25 built in being set on corner brace transverse slat 7, sets column link slot 26 on corner brace riser 8；9 both sides corner brace of column is erected
26 absolute altitude of column link slot, extremely built-in backing plate on plate 8 is apart from identical.
The crossbeam 12 is integrally rolled by one block of steel plate or formed by two pieces of steel plate vertical weldings；Set on crossbeam bottom plate 14
Floor Bolt through holes 28 are put, hanging seat bolt connecting hole 29 is set on crossbeam riser 13；Cross-beam connecting plate 15 is in same section
It is upper to set 2 pieces, respectively positioned at the both sides of column 9；Cross-beam connecting plate 15 is welded to connect with crossbeam riser 13, passes through horizontal stroke with column 9
Beam bolt 30 connects.
16 cross section of reinforcement floor is L-shaped, is connected with crossbeam 12, column 9 by floor screw 27.
The prefabricated hanging seat 17 is connected with 12 abutted surface of crossbeam by pasting, and is connected with crossbeam riser 13 by hanging seat bolt 31
Connect；Prefabricated suspension member 18 and prefabricated hanging seat 17 select the stainless steel material prefabricated component with 1 matching size of pottery clay plates set.
The seam obturator 19, only glue stopper 22 is made of flexible rubber material；Set in curve link slot 20
Put 2~3 arc-shaped surfaces.
The construction method of above-mentioned frame grid type clay plate curtain wall, including following construction procedure：
1) preparation of construction：Required according to 1 Curtain Wall Design of pottery clay plates, the required column 9 of preparing to construct, corner brace transverse slat 7 and
Corner brace riser 8, prefabricated suspension member 18, prefabricated hanging seat 17, crossbeam 12；
2) bolt built in and built-in backing plate are laid：By built-in backing plate 2 and backing plate dowel 4, built-in bolt 3, vertical dowel 6
Connect integral, and lateral connection muscle 5 is welded on built-in bolt 3；Locating lateral connection muscle 5 and longitudinal reinforcement
32 firm weldings, then carry out building element 33 and construct；
3) column installation：After the completion for the treatment of that building element 33 is constructed, corner brace transverse slat 7 and built-in bolt 3 are first passed through into angle
Code nut 10 is connected firmly, then column 9 is lifted between two pieces of corner brace risers 8, and is fixed by upstanding studs 11；
4) crossbeam installation：Lifting cross beam 12, jail is connected by transom bolt 30 by cross-beam connecting plate 15 with column 9
Gu；In 14 lower surface of crossbeam bottom plate and 9 seam crossing of column, reinforcement floor 16 is set, and by floor screw 27 by reinforcement floor 16
It is connected firmly with crossbeam bottom plate 14 and column 9；
5) prefabricated hanging seat installation：First prefabricated hanging seat 17 is pasted with crossbeam 12 and is connected, then fastens prefabricated hanging seat 17 and crossbeam
Hanging seat bolt 31 between riser 13；
6) prefabricated suspension member and pottery clay plates installation：Seam obturator 19 first is set in prefabricated suspension member 18 and 1 joint of pottery clay plates,
And set in 1 seam crossing of pottery clay plates and stop glue stopper 22, then will lead to the prefabricated suspension member 18 that pottery clay plates 1 connect and prefabricated hanging seat 17
Glue line 34 is crossed to connect；
7) pottery clay plates joint treatment：Locus and the seam situation of pottery clay plates are checked, to the curve link slot of pottery clay plates
20 carry out injecting glue, glue injection body 21 after formation；
8) heat insulation layer is constructed：Heat preserving and insulating material is filled between building element and pottery clay plates, forms insulation
Layer 23.
The utility model has the characteristics that following and beneficial effect：
(1) backing plate built in is connected integral with backing plate dowel, built-in bolt, vertical dowel, passes through lateral connection muscle
It is connected with longitudinal reinforcement, while solves the problems, such as that built-in fitting is accurately positioned and lifted with bonding strength.
(2) crossbeam cross section is L-shaped, and crossbeam bottom plate not only can provide vertical supporting to prefabricated hanging seat, but also can lift crossbeam
With the bonding strength of column；Two pieces of cross-beam connecting plates are set on same section, crossbeam can be further lifted and the connection of column is strong
Degree.
(3) while prefabricated hanging seat pastes connection with crossbeam, hanging seat connection bolt is also additionally arranged, helps to lift prefabricated extension
The bonding strength of seat and crossbeam.
(4) curve link slot, only rear glue injection body, glue stopper are provided with pottery clay plates transverse joint, can prevent outside water
The intrusion of body or steam, the durability of lift structure.
Brief description of the drawings
Fig. 1 is a kind of frame grid type clay plate curtain wall schematic longitudinal section of the utility model；
Fig. 2 is Fig. 1 frame grid type clay plate curtain wall schematic cross-sectional views；
Fig. 3 is a kind of frame grid type clay plate curtain wall construction process figure of the utility model.
In figure：1- pottery clay plates；Backing plate built in 2-；Bolt built in 3-；4- backing plate dowels；5- lateral connection muscle；6- vertically connects
Connect muscle；7- corner brace transverse slats；8- corner brace risers；9- columns；10- corner brace nuts；11- upstanding studs；12- crossbeams；13- crossbeams erect
Plate；14- crossbeam bottom plates；15- cross-beam connecting plates；16- reinforcement floors；The prefabricated hanging seats of 17-；The prefabricated suspension members of 18-；19- seams are closed
Body；20- curve link slots；Glue injection body after 21-；22- stops glue stopper；23- heat insulation layers；Bolt built in 24- passes through groove；25-
Built-in bolt connecting hole；26- column link slots；27- floor screws；28- floor Bolt through holes；29- hanging seat bolt connecting holes；
30- transom bolts；31- hanging seat bolts；32- longitudinal reinforcements；33- building elements；34- glue lines.
Embodiment
Sticking construction technical requirements between present embodiment central post, the making of crossbeam and site operation technical requirements, component,
Injecting glue construction technical requirement, the requirement of pottery clay plates installation Technology, the construction of heat insulation layer construction technical requirement, building element afterwards
Repeated no more in the present embodiment such as technical requirements, emphasis illustrates the embodiment that the utility model is related to structure and construction method.
Fig. 1 is a kind of frame grid type clay plate curtain wall schematic longitudinal section of the utility model, and Fig. 2 is Fig. 1 frame grid type pottery clay plates
Curtain wall schematic cross-sectional view.With reference to shown in Fig. 1~Fig. 2, frame grid type clay plate curtain wall is the utility model is related to, structure is in building structure
Built-in backing plate 2 and built-in bolt 3 are preset in part 33, and 4 He of backing plate dowel is set respectively on built-in backing plate 2 and built-in bolt 3
Lateral connection muscle 5, vertical dowel 6 is set between of vertically-adjacent built-in bolt 3；Corner brace transverse slat 7 and corner brace riser 8 are vertical
In 9 elongated laying of column, it is connected respectively by corner brace nut 10 and upstanding studs 11 with built-in bolt 3 and column 9；Crossbeam 12 is horizontal
Section is L-shaped, and perpendicular to 9 elongated laying of column, crossbeam riser 13 and crossbeam bottom plate 14 set horizontal stroke respectively with 9 joint of column
Beam connecting plate 15 and reinforcement floor 16；Prefabricated hanging seat 17 is laid along the longitudinal uniform intervals of crossbeam 12, is set between prefabricated suspension member 18 viscous
Gum deposit layer 34；Seam obturator 19 is set in pottery clay plates 1 and prefabricated 18 joint of suspension member, song is set at 1 transverse joint of pottery clay plates
Line link slot 20, only rear glue injection body 21, glue stopper 22；Gap sets heat insulation layer 23 between building element 33 and pottery clay plates 1.
Pottery clay plates 1 are using long 1200mm, the pottery clay plates of high 600mm.Curve is set to connect at the transverse joint of pottery clay plates 1
Groove 20, and 2~3 arc-shaped surfaces are set in curve link slot 20.
Built-in backing plate 2 uses thickness 6mm, strength grade to be prefabricated into the strip of wide 500mm for the steel plate of Q235；Built-in spiral shell
Bolt passes through the width of groove 24 40mm, high 100mm；Built-in 3 long 400mm of bolt, forms, end using the spiral of diameter 32mm is prefabricated
Using mechanical mantle fiber.Backing plate dowel 4, lateral connection muscle 5 and vertical dowel 6 use the spiral of diameter 12mm, length
Respectively 100mm, 150mm and 250mm.The aperture of built-in bolt connecting hole 25 is 30mm.
Corner brace transverse slat 7 and corner brace riser 8 use thickness 10mm, high 400mm, strength grade to be formed for the steel plate of Q235b is prefabricated,
Wherein 7 wide 100mm of corner brace transverse slat, the width of corner brace riser 8 300mm.
Column 9 is using high 500mm, the square tubular column of width 300mm, section thickness 3mm.
Corner brace nut 10 is using the stainless steel nut to match with built-in 3 mantle fiber of bolt.
Upstanding studs 11 use the stainless steel bolt of M25.Wide 30mm, the high 60mm of column link slot 26.
Crossbeam 12 includes crossbeam riser 13 and crossbeam bottom plate 14, uses thick 10mm, strength grade prefabricated for the steel plate of Q235b
Form, 13 high 300mm of its middle cross beam riser, the width of crossbeam bottom plate 14 100mm.
Cross-beam connecting plate 15 uses thickness 10mm, strength grade to be formed for the steel plate of Q235b is prefabricated, and width and height are
80mm。
Reinforcement floor 16 uses thickness 10mm, strength grade to be formed for the steel plate of Q235b is prefabricated, and width and height are respectively
60mm and 40mm.
Prefabricated hanging seat 17 and prefabricated suspension member 18 using with 1 specification of pottery clay plates relative to the prefabricated hanging seat of aluminium alloy and prefabricated extension
Part.
Seam obturator 19 uses the sheet rubber of thickness 1mm.
Glue injection body 21 is formed by high-pressure injection rifle injection rubber liquid afterwards.
Only strip is made using the artificial rubber of thickness 2mm in glue stopper 22.
Heat insulation layer 23 is formed using the filling of cast-in-place foamed concrete material.
Floor screw 27 uses the drilling tail Stainless Steel Self Tapping Screws of diameter 5.5mm.The aperture of floor Bolt through holes 28 is
6mm。
Hanging seat bolt 31 uses the stud of diameter 25mm；The width of hanging seat bolt connecting hole 29 is 30mm, high 50mm.
Transom bolt 30 uses the self-tapping screw of diameter 12mm.
Longitudinal reinforcement 32 uses the spiral of diameter 25mm.Building element 33 is reinforced concrete frame column.
Glue line 34 uses the rubber bound glue of thickness 1mm.
Fig. 3 is a kind of frame grid type clay plate curtain wall construction process figure of the utility model, a kind of frame grid type pottery with reference to shown in Fig. 3
Native plate curtain wall construction method, including following construction procedure：
1) preparation of construction：Required according to 1 Curtain Wall Design of pottery clay plates, the required column 9 of preparing to construct, corner brace transverse slat 7 and
Corner brace riser 8, prefabricated suspension member 18, prefabricated hanging seat 17, crossbeam 12；
2) bolt built in and built-in backing plate are laid：By built-in backing plate 2 and backing plate dowel 4, built-in bolt 3, vertical dowel 6
Connect integral, and lateral connection muscle 5 is welded on built-in bolt 3；Locating lateral connection muscle 5 and longitudinal reinforcement
32 firm weldings, then carry out building element 33 and construct；
3) column installation：After the completion for the treatment of that building element 33 is constructed, corner brace transverse slat 7 and built-in bolt 3 are first passed through into angle
Code nut 10 is connected firmly, then column 9 is lifted between two pieces of corner brace risers 8, and is fixed by upstanding studs 11；
4) crossbeam installation：Lifting cross beam 12, jail is connected by transom bolt 30 by cross-beam connecting plate 15 with column 9
Gu；In 14 lower surface of crossbeam bottom plate and 9 seam crossing of column, reinforcement floor 16 is set, and by floor screw 27 by reinforcement floor 16
It is connected firmly with crossbeam bottom plate 14 and column 9；
5) prefabricated hanging seat installation：First prefabricated hanging seat 17 is pasted with crossbeam 12 and is connected, then fastens prefabricated hanging seat 17 and crossbeam
Hanging seat bolt 31 between riser 13；
6) prefabricated suspension member and pottery clay plates installation：Seam obturator 19 first is set in prefabricated suspension member 18 and 1 joint of pottery clay plates,
And set in 1 seam crossing of pottery clay plates and stop glue stopper 22, then will lead to the prefabricated suspension member 18 that pottery clay plates 1 connect and prefabricated hanging seat 17
Glue line 34 is crossed to connect；
7) pottery clay plates joint treatment：Locus and the seam situation of pottery clay plates are checked, to the curve link slot of pottery clay plates
20 carry out injecting glue, glue injection body 21 after formation；
8) heat insulation layer is constructed：Heat preserving and insulating material is filled between building element and pottery clay plates, forms insulation
Layer 23.
Claims (8)
1. a kind of frame grid type clay plate curtain wall, it is characterised in that built-in backing plate (2) and built-in spiral shell are preset in building element (33)
Backing plate dowel (4) and lateral connection muscle (5) are set respectively on bolt (3), built-in backing plate (2) and built-in bolt (3), vertically-adjacent
Built-in bolt (3) between vertical dowel (6) is set；Corner brace transverse slat (7) and corner brace riser (8) are elongated perpendicular to column (9)
Lay, be connected respectively by corner brace nut (10) and upstanding studs (11) with built-in bolt (3) and column (9)；Crossbeam (12) is horizontal
Section is L-shaped, and perpendicular to column (9) elongated laying, crossbeam riser (13) and crossbeam bottom plate (14) connect punishment with column (9)
She Zhi not cross-beam connecting plate (15) and reinforcement floor (16)；Prefabricated hanging seat (17) is laid along the longitudinal uniform intervals of crossbeam (12), with
Glue line (34) is set between prefabricated suspension member (18)；In pottery clay plates (1) and prefabricated suspension member (18) joint, seam obturator is set
(19), curve link slot (20), only rear glue injection body (21), glue stopper (22) are set between pottery clay plates (1) at transverse joint；Building element
(33) gap sets heat insulation layer (23) between pottery clay plates (1).
2. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the built-in backing plate (2) uses steel
Plate is prefabricated elongated, and perpendicular to building element (33) short transverse lay, with corner brace transverse slat (7) joint set built in spiral shell
Bolt passes through groove (24)；Uniform intervals lay backing plate dowel (4) on built-in backing plate (2).
3. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the built-in bolt (3) is in " L "
Shape, is welded to connect with vertical dowel (6)；Vertical dowel (6) sets 1~2 on each built-in bolt (3), and built-in
Bolt (3), component longitudinal reinforcement (32) are welded to connect.
4. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the corner brace transverse slat (7) and corner brace
Riser (8) is integrally rolled by one block of steel plate or formed by two pieces of steel plate vertical weldings；Bolt built in being set on corner brace transverse slat (7)
Connecting hole (25), sets column link slot (26) on corner brace riser (8)；Column on column (9) both sides corner brace riser (8) connects
Access slot (26) absolute altitude, extremely built-in backing plate are apart from identical.
5. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the crossbeam (12) is by one block of steel
Plate is integrally rolled or formed by two pieces of steel plate vertical weldings；Floor Bolt through holes (28) are set on crossbeam bottom plate (14),
Hanging seat bolt connecting hole (29) is set on crossbeam riser (13)；Cross-beam connecting plate (15) sets 2 pieces on same section, respectively position
In the both sides of column (9)；Cross-beam connecting plate (15) is welded to connect with crossbeam riser (13), passes through transom bolt with column (9)
(30) connect.
6. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the reinforcement floor (16) is cross-section
Face is L-shaped, is connected with crossbeam (12), column (9) by floor screw (27).
7. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the prefabricated hanging seat (17) and horizontal stroke
Beam (12) abutted surface is connected by pasting, and is connected with crossbeam riser (13) by hanging seat bolt (31)；Prefabricated suspension member (18) and pre-
Hanging seat (17) processed selects the stainless steel material prefabricated component with pottery clay plates (1) matching size set.
8. a kind of frame grid type clay plate curtain wall according to claim 1, it is characterised in that the seam obturator (19), stop
Glue stopper (22) is made of flexible rubber material；2~3 arc-shaped surfaces are set in curve link slot (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721067103.5U CN207296107U (en) | 2017-08-24 | 2017-08-24 | A kind of frame grid type clay plate curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721067103.5U CN207296107U (en) | 2017-08-24 | 2017-08-24 | A kind of frame grid type clay plate curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207296107U true CN207296107U (en) | 2018-05-01 |
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ID=62438803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201721067103.5U Active CN207296107U (en) | 2017-08-24 | 2017-08-24 | A kind of frame grid type clay plate curtain wall |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116696073A (en) * | 2023-07-10 | 2023-09-05 | 吉祥佳利铝业江苏有限公司 | Aluminum veneer curtain wall and installation method thereof |
-
2017
- 2017-08-24 CN CN201721067103.5U patent/CN207296107U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116696073A (en) * | 2023-07-10 | 2023-09-05 | 吉祥佳利铝业江苏有限公司 | Aluminum veneer curtain wall and installation method thereof |
| CN116696073B (en) * | 2023-07-10 | 2023-12-26 | 吉祥佳利铝业江苏有限公司 | Aluminum veneer curtain wall and installation method thereof |
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