CN109403475B - High-performance connecting structure of stone curtain wall deformation joint - Google Patents
High-performance connecting structure of stone curtain wall deformation joint Download PDFInfo
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- CN109403475B CN109403475B CN201811597226.9A CN201811597226A CN109403475B CN 109403475 B CN109403475 B CN 109403475B CN 201811597226 A CN201811597226 A CN 201811597226A CN 109403475 B CN109403475 B CN 109403475B
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- stone
- fixedly connected
- backboard
- curtain wall
- deformation joint
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- 239000004575 stone Substances 0.000 title claims abstract description 112
- 238000007493 shaping process Methods 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims description 9
- 210000000056 organ Anatomy 0.000 claims description 8
- 239000012634 fragment Substances 0.000 claims 1
- 239000011521 glass Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000005012 migration Effects 0.000 description 2
- 238000013508 migration Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
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- 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
-
- 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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The invention provides a high-performance connecting structure of a deformation joint of a stone curtain wall, which comprises a stone panel and a stone backboard, wherein the stone backboard can be connected with a curtain wall keel through a connecting piece, and the connecting piece comprises an anti-seismic component, two adapter pieces and two L-shaped corner brackets; the anti-seismic assembly comprises a connecting plate, the middle part of the connecting plate is connected with the stone backboard through a shaping bolt, a spring is arranged between the upper end of the shaping bolt and the connecting plate, the left end and the right end of the connecting plate are connected with rotating rods through bearings, and the lower ends of the rotating rods are fixedly connected with round sliding blocks; the two adapting pieces respectively comprise adapting frames, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate I, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate II, the lower ends of the two flange plates I are respectively overlapped with the left upper end face and the right upper end face of the stone backboard, and the upper ends of the two flange plates I are respectively provided with horizontal sliding grooves; one end of each L-shaped corner brace is fixedly connected with the flange plate II, and the other end of each L-shaped corner brace is fixedly connected with the curtain wall keel. The connecting structure integrates the functions of the expansion joint, the settlement joint and the shockproof joint, and has strong practicability.
Description
Technical Field
The invention relates to a high-performance connecting structure of a stone curtain wall deformation joint, and belongs to the technical field of building curtain wall engineering.
Background
The building often generates deformation and even causes cracking and damage under the action of external factors, and the building deformation joint is a reserved building construction joint aiming at the situation. The building deformation joint is divided into an expansion joint, a settlement joint and a shockproof joint, and the building practice is generally three-joint in one, so that the building deformation joint has the functions of expansion, settlement and shockproof, and is reflected on a building curtain wall, and the reserved deformation joint has the same three functions. For stone curtain walls, in general, in the connection part of the deformation joint, an intermediate transition structure, i.e. a connection structure, is generally required to be added in order to meet the requirements of sealing and deformation performance. However, the currently applied deformation joint connection structure basically does not have the shockproof function, so that the connection structure is suitable for three-joint-in-one on a building, and is urgently required to be innovated to integrate the functions of expansion, settlement and shockproof.
The Chinese patent invention with publication number of CN104234216B and publication date of 20160810 discloses a curtain wall expansion joint structure and a curtain wall using the same, wherein the curtain wall expansion joint structure comprises a fixed frame; the fixing frame is fixedly connected with the connecting piece, a glass panel is arranged on the inner side of the fixing frame, a glass protection edge is coated on the surface of the glass panel, and spherical protrusions are arranged on the surface, opposite to the glass protection edge, of the inner side of the fixing frame; the surface of the glass panel, which is close to the connecting piece, is connected with a first connecting unit; a bolt is penetrated in the first connecting unit, and penetrates through the connecting piece to fixedly connect the glass panel with the connecting piece; the anti-vibration spring is sleeved on the threaded part of the bolt, and a stop piece is arranged at the end part of the threaded part of the bolt and used for limiting the anti-vibration spring. In the curtain wall expansion joint structure, the vertical frame 21 is fastened and connected with the fixed frame 11 through the bolts 103, so that the expansion joint cannot realize horizontal expansion. Secondly, be equipped with second connecting unit 112 on its fixed frame 11, through wearing to establish the bolt in second connecting unit 112, be connected fixed frame 11 and connecting piece 12, in this kind of structural style, fixed frame 11 and connecting piece 12 fixed connection just so make the both ends of glass panels 13 of movement joint department must keep the horizontal subsidence simultaneously, can't realize the slope subsidence, can not fine adaptation expansion joint deformation needs, exists certain potential safety hazard.
Disclosure of Invention
The invention aims to solve the technical problems of the prior art, and provides the high-performance connecting structure of the deformation joint of the stone curtain wall, which integrates the functions of an expansion joint, a settlement joint and a shockproof joint, is safe and reliable, has good deformation absorption performance and strong practicability.
The scheme is realized by the following technical measures: the high-performance connecting structure of the stone curtain wall deformation joint comprises a stone panel and a stone backboard which are fixedly connected with each other, wherein the stone backboard can be connected with a curtain wall keel through a connecting piece, and the connecting piece comprises an anti-seismic component, two adapter pieces and two L-shaped corner brackets;
the anti-seismic assembly comprises a connecting plate, the middle part of the connecting plate is connected with a stone backboard through a shaping bolt, a spring is arranged between the upper end of the shaping bolt and the connecting plate, the left end and the right end of the connecting plate are respectively connected with a rotating rod through bearings, and the lower end of the rotating rod is fixedly connected with a circular sliding block;
the two adapting pieces respectively comprise adapting frames, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate I, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate II, the lower ends of the two flange plates I are respectively overlapped with the left upper end face and the right upper end face of the stone backboard, and the upper ends of the two flange plates I are respectively provided with a horizontal chute in sliding fit with the round sliding block;
one end of each L-shaped corner brace is fixedly connected with the flange plate II, and the other end of each L-shaped corner brace is fixedly connected with the curtain wall keel.
Preferably, both ends of the horizontal chute are closed, the notch of the horizontal chute is a trapezoid notch, the width of an upper notch of the trapezoid notch is larger than the width of a lower notch and the diameter of a circular sliding block, and the diameter of the circular sliding block is larger than the width of the lower notch of the trapezoid notch and smaller than the width of an inner groove of the horizontal chute.
Preferably, the cross section of the transfer frame is a right triangle frame, the hypotenuse of the right triangle is parallel to the two side surfaces of the stone backboard, and a space is reserved between the hypotenuse and the two side surfaces.
Preferably, the stone panel and the stone backboard are fixedly connected through a stone fixing component.
Preferably, the stone fixing component comprises a pi-shaped component, the middle part of the pi-shaped component is fixedly connected with the stone panel through a stone back bolt component, and two ends of the pi-shaped component are fixedly connected with the stone backboard through fixing rivets.
Preferably, the middle part of connecting plate is provided with the storage tank, the design bolt includes screw rod and nut, be provided with polished rod section and screw thread section on the screw rod, the bottom of storage tank is provided with the through-hole that supplies polished rod section to pass, the spring suit is in the one section polished rod section outside that is located between nut and the storage tank bottom.
Preferably, the polish rod section is in clearance fit with the through hole.
Preferably, the inner side surface of the deformation joint is fixedly connected with a waterproof organ plate.
The beneficial effect of this scheme:
1. the middle part of the connecting plate in the anti-vibration assembly is connected with the stone backboard through a shaping bolt, a spring is arranged between the upper end of the shaping bolt and the connecting plate, and when the stone backboard and the stone panel vibrate, the spring can be compressed through the connecting plate, so that the anti-vibration function is realized;
2. the left end and the right end of the connecting plate are respectively connected with a rotating rod through bearings, the lower end of the rotating rod is fixedly connected with a round sliding block, the two adapting pieces respectively comprise adapting frames, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate I, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate II, the lower ends of the two flange plates I are respectively overlapped with the left upper end face and the right upper end face of the stone backboard, and the upper ends of the two flange plates I are respectively provided with horizontal sliding grooves in sliding fit with the round sliding block. When the expansion joint horizontally stretches, the stone panel, the stone backboard and the connecting plate synchronously move horizontally, namely, the stone panel, the stone backboard and the connecting plate move horizontally in the horizontal sliding groove through the movement of the circular sliding block, so that the horizontal adjustment of the expansion joint is realized;
3. when the stone plates positioned on two sides of the two transfer frames are subsided and the subsidence heights of the stone plates are different, the stone plates, the stone back plates and the connecting plates can synchronously perform inclined subsidence, namely, the two ends of the stone plates, the stone back plates and the connecting plates can be respectively subsided;
4. the inner side surface of the deformation joint is fixedly connected with a waterproof organ plate, the waterproof organ plate forms a waterproof layer on the inner side surface of the deformation joint, and the waterproof layer can meet the waterproof requirement when the stone curtain wall deforms.
In conclusion, the high-performance connecting structure of the stone curtain wall deformation joint is safe and reliable, good in deformation absorption performance, strong in adaptability, flexible to install, good in appearance effect and suitable for large-scale popularization. It can be seen that the present invention has outstanding substantial features and significant advances over the prior art, as well as the benefits of its implementation.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic structural view of the connector.
FIG. 3 is a schematic cross-sectional view of the structure I-I of FIG. 2.
Fig. 4 is an enlarged view of point a in fig. 2.
Fig. 5 is an enlarged view of point B in fig. 2.
Fig. 6 is an enlarged view of point C in fig. 3.
Fig. 7 is a schematic diagram of a front view of a stone securing assembly.
Fig. 8 is a left-hand structural schematic diagram of the stone securing assembly.
Fig. 9 is a schematic view of a bottom view of the stone securing assembly.
In the figure, 1-curtain wall keels, 2-waterproof organ plates, 3-L-shaped corner brackets, 4-anti-vibration components, 5-connectors, 6-stone back plates, 7-stone panels, 8-stone fixing components, 9-setting bolts, 10-flange plates II, 11-connecting frames, 12-flange plates I, 13-horizontal sliding grooves, 14-connecting plates, 15-pi-shaped components, 16-containing grooves, 17-bearings, 18-round sliding blocks, 19-rotating rods, 20-thread sections, 21-nuts, 22-springs, 23-through holes, 24-polished rod sections, 25-notches, 26-fixing rivets and 27-stone back bolt components.
Detailed Description
In order to clearly illustrate the technical characteristics of the present solution, the present solution is described below by means of specific embodiments and with reference to the accompanying drawings.
As shown in the figure, the high-performance connecting structure of the deformation joint of the stone curtain wall comprises a stone panel 7 and a stone backboard 6 which are fixedly connected with each other, specifically, the stone panel 7 and the stone backboard 6 are fixedly connected with each other through a stone fixing component 8, the stone fixing component 8 comprises a pi-shaped component 15, the middle part of the pi-shaped component 15 is fixedly connected with the stone panel 7 through a stone back bolt component 27, two ends of the pi-shaped component 15 are fixedly connected with the stone backboard 6 through fixing rivets 26, the stone panel 7 and the stone backboard 6 are fixedly connected with each other through the structure, and the connecting component is not exposed, so that the appearance is attractive. The stone backboard 6 can be connected with the curtain wall keel 1 through a connecting piece, and the connecting piece comprises an anti-seismic component 4, two adapter pieces 5 and two L-shaped corner brackets 3.
The anti-vibration assembly 4 comprises a connecting plate 14, the middle part of the connecting plate 14 is connected with the stone backboard 6 through a shaping bolt 9, a spring 22 is arranged between the upper end of the shaping bolt 9 and the connecting plate 14, specifically, the middle part of the connecting plate 14 is provided with a containing groove 16, the spring 22 and the shaping bolt 9 are arranged in the containing groove 16, the shaping bolt 9 comprises a screw rod and a nut 21, a polish rod section 24 and a thread section 20 are arranged on the screw rod, the polish rod section 24 is positioned at one end of the screw rod close to the stone backboard 6, the thread section 20 is positioned at one end of the screw rod far away from the stone backboard 6, the thread section 20 is matched with the nut 21, a through hole 23 for the polish rod section 24 to pass through is arranged at the bottom of the containing groove 16, the polish rod section 24 is in clearance fit with the through hole 23, the spring 22 is sleeved on the outer side of the polish rod section 24 between the nut 21 and the bottom surface of the containing groove 16, and the stone backboard 6 and the stone panel 7 can compress the spring 22 through the connecting plate 14 when vibration occurs, so that the anti-vibration function is realized. The left end and the right end of the connecting plate 14 are respectively connected with a rotating rod 19 in a rotating way through bearings 17, and the lower end of the rotating rod 19 is fixedly connected with a circular sliding block 18.
The two adapting pieces 5 respectively comprise an adapting frame 11, the cross section of the adapting frame 11 is a right triangle frame, the hypotenuse of the right triangle is parallel to the two side surfaces of the stone backboard 6, a distance is reserved between the hypotenuse and the two side surfaces, the adapting frame 11 meets the connection requirement, meanwhile, the structure is simple, the materials are few, and the supporting strength of the right triangle frame structure is high. The opposite ends of the two transfer frames 11 are respectively fixedly connected with a flange plate I12, opposite ends are respectively fixedly connected with a flange plate II 10, the flange plate I12 is used for connecting the transfer frames 11 with the anti-seismic assembly 4, the flange plate II 10 is used for connecting the transfer frames 11 with the curtain wall keel 1, the lower ends of the two flange plates I12 are respectively overlapped with the left upper end face and the right upper end face of the stone backboard 6, and the upper ends of the two flange plates I12 are respectively provided with horizontal sliding grooves 13 in sliding fit with the round sliding blocks 18. The both ends of horizontal spout 13 are sealed, the notch 25 of horizontal spout 13 is trapezoidal notch, and the width of the last notch of trapezoidal notch is greater than the width of lower notch and the diameter of circular slider 18, the diameter of circular slider 18 is greater than the lower notch width of trapezoidal notch 25 and is less than the inside groove width of horizontal spout 13, this kind of structural style both can guarantee that circular slider 18 can slide in horizontal spout 13, and circular slider 18 can not drop in horizontal spout 13 yet, specifically speaking, when the expansion joint takes place horizontal extension and retraction, stone material panel 7, stone material backplate 6 and connecting plate 14 can carry out horizontal migration with the step by step, and stone material panel 7, stone material backplate 6 and connecting plate 14 realize horizontal migration through the removal of circular slider 18 in horizontal spout 13 promptly, realize the horizontal adjustment of expansion joint. When the stone plates positioned on two sides of the two transfer frames 11 are settled and the settlement heights of the stone plates are different, the stone panel 7, the stone backboard 6 and the connecting plate 14 are inclined and settled in the same step, namely, the two ends of the stone panel 7, the stone backboard 6 and the connecting plate 14 can be respectively settled, and as the upper end of the rotating rod 19 is rotatably arranged on the connecting plate 14 through the bearing 17, the rotating rod 19 and the round sliding block 18 can rotate in the horizontal sliding groove 13, the inclined and settlement of the stone panel 7, the stone backboard 6 and the connecting plate 14 is realized, namely, the central connecting line of the four round sliding blocks 18 corresponding to one deformation joint is changed into a parallelogram after settlement from moment before settlement. Of course, this structure is also applicable to the situation that stone plates located at two sides of two transfer frames 11 sink in parallel, that is, the sinking heights of stone plates located at two sides of two transfer frames 11 are equal, and when the stone plates located at two sides of two transfer frames 11 sink, the stone panel 7, the stone backboard 6 and the connecting plate 14 sink synchronously with the stone plates located at two sides, at this time, the rotating rod 19 and the circular sliding block 18 do not need to rotate.
One end of each L-shaped corner bracket 3 is fixedly connected with the flange plate II 10 through a self-tapping screw, and the other end of each L-shaped corner bracket is fixedly connected with the curtain wall keel 1 through the self-tapping screw, so that the fixed connection of the switching frame 11 on the curtain wall keel 1 is realized.
The inner side surface of the deformation joint is fixedly connected with a waterproof organ plate 2, the waterproof organ plate 2 forms a waterproof layer on the inner side surface of the deformation joint, and the waterproof layer can meet the waterproof requirement when the stone curtain wall deforms.
During site construction, the stone panel 7 is fixedly connected with the stone backboard 6 through the stone fixing component 8, then is integrally connected with the anti-seismic component 4 through the setting bolt 9, the waterproof organ plate 2 is fixedly connected to the inner side face of the deformation joint, the two adapter pieces 5 are fixed on the curtain wall keel 1 through the two L-shaped corner brackets 3, and the stone panel 7 is connected to the two adapter pieces 5 through the anti-seismic component 4, so that assembly is completed.
The up, down, left and right directions in the present invention are based on the view direction shown in fig. 1.
The technical features not described in the present invention may be implemented by the prior art, and are not described herein. The present invention is not limited to the above-described embodiments, and variations, modifications, additions, or substitutions within the spirit and scope of the present invention will be within the scope of the present invention by those of ordinary skill in the art.
Claims (7)
1. The utility model provides a high performance connection structure of stone material curtain movement joint, it includes stone material panel and stone material backplate that interconnect links firmly, stone material backplate accessible connecting piece is connected characterized by with the curtain fossil fragments: the connecting piece comprises an anti-seismic assembly, two adapter pieces and two L-shaped corner brackets;
the anti-seismic assembly comprises a connecting plate, the middle part of the connecting plate is connected with a stone backboard through a shaping bolt, a spring is arranged between the upper end of the shaping bolt and the connecting plate, the left end and the right end of the connecting plate are respectively connected with a rotating rod through bearings, and the lower end of the rotating rod is fixedly connected with a circular sliding block; the middle part of the connecting plate is provided with a containing groove, a spring and a shaping bolt are arranged in the containing groove, the shaping bolt comprises a screw rod and a screw cap, the screw rod is provided with a polish rod section and a thread section, the bottom of the containing groove is provided with a through hole for the polish rod section to pass through, and the spring is sleeved outside a section of polish rod section between the screw cap and the bottom surface of the containing groove;
the two adapting pieces respectively comprise adapting frames, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate I, the opposite ends of the two adapting frames are respectively fixedly connected with a flange plate II, the lower ends of the two flange plates I are respectively overlapped with the left upper end face and the right upper end face of the stone backboard, and the upper ends of the two flange plates I are respectively provided with a horizontal chute in sliding fit with the round sliding block;
one end of each L-shaped corner brace is fixedly connected with the flange plate II, and the other end of each L-shaped corner brace is fixedly connected with the curtain wall keel.
2. The high-performance connecting structure of the stone curtain wall deformation joint according to claim 1, characterized in that: the two ends of the horizontal sliding groove are closed, the notch of the horizontal sliding groove is a trapezoid notch, the width of the upper notch of the trapezoid notch is larger than that of the lower notch and the diameter of the circular sliding block, and the diameter of the circular sliding block is larger than that of the lower notch of the trapezoid notch and smaller than that of the inner groove of the horizontal sliding groove.
3. The high-performance connecting structure of the stone curtain wall deformation joint according to claim 1 or 2, characterized in that: the cross section of the transfer frame is a right triangle frame, the hypotenuse of the right triangle is parallel to the two side surfaces of the stone backboard, and a space is reserved between the hypotenuse and the stone backboard.
4. The high-performance connecting structure of the stone curtain wall deformation joint according to claim 1, characterized in that: the stone panel and the stone backboard are fixedly connected through the stone fixing component.
5. The high-performance connecting structure of the stone curtain wall deformation joint according to claim 4, which is characterized in that: the stone fixing component comprises a pi-shaped component, the middle part of the pi-shaped component is fixedly connected with the stone panel through a stone back bolt component, and two ends of the pi-shaped component are fixedly connected with the stone backboard through fixing rivets.
6. The high-performance connecting structure of the stone curtain wall deformation joint according to claim 1, characterized in that: and the polish rod section is in clearance fit with the through hole.
7. The high-performance connecting structure of the stone curtain wall deformation joint according to claim 1, characterized in that: the inner side surface of the deformation joint is fixedly connected with a waterproof organ plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811597226.9A CN109403475B (en) | 2018-12-26 | 2018-12-26 | High-performance connecting structure of stone curtain wall deformation joint |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811597226.9A CN109403475B (en) | 2018-12-26 | 2018-12-26 | High-performance connecting structure of stone curtain wall deformation joint |
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| Publication Number | Publication Date |
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| CN109403475A CN109403475A (en) | 2019-03-01 |
| CN109403475B true CN109403475B (en) | 2024-03-01 |
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| CN201811597226.9A Active CN109403475B (en) | 2018-12-26 | 2018-12-26 | High-performance connecting structure of stone curtain wall deformation joint |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109881827B (en) * | 2019-03-21 | 2020-10-13 | 四川奥翔圣铭建设工程有限公司 | High-performance connecting structure for deformation joint of stone curtain wall |
| CN111945895B (en) * | 2020-08-20 | 2021-09-14 | 甘肃一安建设科技集团有限公司 | Structure-adjustable connecting device for building floor shock insulation seam |
| CN114197708B (en) * | 2021-12-07 | 2023-03-28 | 浙江绿城建筑设计有限公司 | Glass curtain wall deformation joint structure based on six-way adjustment |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002040801A1 (en) * | 2000-11-11 | 2002-05-23 | Fine Curtain Wall Co., Ltd | Steel frame for curtain wall, construction method and structure of open-joint external wall using the same |
| CN204225291U (en) * | 2014-09-19 | 2015-03-25 | 悉地国际设计顾问（深圳）有限公司 | Curtain wall expanded joint structure and apply its curtain wall |
| CN207419794U (en) * | 2017-11-16 | 2018-05-29 | 中建东方装饰有限公司 | Stone curtain wall antidetonation crack structure |
| CN208023804U (en) * | 2018-02-06 | 2018-10-30 | 南方雄狮创建集团股份有限公司 | Back hanging anchor bolt type stone curtain wall structure |
| CN209260935U (en) * | 2018-12-26 | 2019-08-16 | 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 |
-
2018
- 2018-12-26 CN CN201811597226.9A patent/CN109403475B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002040801A1 (en) * | 2000-11-11 | 2002-05-23 | Fine Curtain Wall Co., Ltd | Steel frame for curtain wall, construction method and structure of open-joint external wall using the same |
| CN204225291U (en) * | 2014-09-19 | 2015-03-25 | 悉地国际设计顾问（深圳）有限公司 | Curtain wall expanded joint structure and apply its curtain wall |
| CN207419794U (en) * | 2017-11-16 | 2018-05-29 | 中建东方装饰有限公司 | Stone curtain wall antidetonation crack structure |
| CN208023804U (en) * | 2018-02-06 | 2018-10-30 | 南方雄狮创建集团股份有限公司 | Back hanging anchor bolt type stone curtain wall structure |
| CN209260935U (en) * | 2018-12-26 | 2019-08-16 | 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 |
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| CN109403475A (en) | 2019-03-01 |
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