CN112012420A - Design and installation method of large-area glass hidden frame system explosion-proof damping structure - Google Patents
Design and installation method of large-area glass hidden frame system explosion-proof damping structure Download PDFInfo
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- CN112012420A CN112012420A CN202010991474.2A CN202010991474A CN112012420A CN 112012420 A CN112012420 A CN 112012420A CN 202010991474 A CN202010991474 A CN 202010991474A CN 112012420 A CN112012420 A CN 112012420A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
- E04F13/145—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of glass
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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
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
- E04F13/0898—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with sealing elements between coverings
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2201/00—Joining sheets or plates or panels
- E04F2201/05—Separate connectors or inserts, e.g. pegs, pins, keys or strips
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Securing Of Glass Panes Or The Like (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a large-area glass hidden frame system explosion-proof damping structure design and an installation method thereof. According to the invention, through double-station damping, a single glass plate obtains a damping effect, meanwhile, different glass hidden frame system modules also obtain damping, the anti-seismic damping between the modules does not interfere with the transition between the modules, the glass plate is effectively protected from bursting due to vibration, and the protection effect is good; the T-shaped edge folding strips are coated on the glass plate, so that the condition that the glass hidden frame system is aged and staggered for a long time is avoided, the structure is stable, and the service life is long.
Description
Technical Field
The invention relates to the technical field of architectural decoration, in particular to a design and an installation method of an explosion-proof damping structure of a large-area glass hidden frame system.
Background
With the rapid development of the decoration industry, the common plate glass lags behind the new market demand, so that the glass can not meet the requirements of only lighting and partition, and the application of the large-area glass hidden frame system construction control technology is more and more extensive.
At present, to the unicity of the hidden frame plate atress structure of large tracts of land glass, glue through the structure promptly and act on the aluminum alloy framework, along with time, ageing, distortion and not hard up easily appear, because vibrations, produce the skeleton easily and become flexible to large tracts of land glass, the cracked problem of surface course glass.
Disclosure of Invention
In view of the above, the invention provides a design of an explosion-proof damping structure of a large-area glass hidden frame system and an installation method thereof, which solve the problems that in the prior art, the large-area glass hidden frame system is easy to age and loosen and surface glass is broken due to vibration.
Therefore, on one hand, the invention provides an explosion-proof damping structural design of a large-area glass hidden frame system, which comprises transverse frames, vertical frames, a fixing frame and a glass plate, wherein the transverse frames and the vertical frames are mutually perpendicular and fixedly connected, two mutually parallel sliding grooves are formed in the transverse frames and the vertical frames, an anti-seismic damping mechanism is arranged in the sliding grooves, the fixing frame is a rectangular frame body and is clamped on the anti-seismic damping mechanism, the glass plate is bonded on the surface of the fixing frame through a fixing adhesive layer, and edge folding strips are arranged in the middle of the transverse frames and the middle of the vertical frames and are bent towards two sides to support the surface of the glass plate.
Further, the sliding groove is of a groove body structure with a T-shaped section.
Further, above-mentioned antidetonation damping mechanism includes slider, first attenuator and link plate, and slider sliding connection is in the spout, and first attenuator fixed connection is in the relative both ends in the spout, and link plate fixed connection is on the slider, and the link plate passes the spout and is connected with fixed frame joint.
Furthermore, the hanging plate is an L-shaped plate.
Furthermore, the hanging plates in the two sliding grooves of the same transverse frame or vertical frame are symmetrically arranged.
Further, the edge banding is a lath with a T-shaped section.
Furthermore, second dampers are arranged on two opposite side walls of the edge-closing strip and abut against the side walls of the fixed frame.
Further, the first damper and the second damper are both hydraulic retarders.
Further, the width of the edge closing strip is not less than half of the width of the transverse frame or the vertical frame.
In another aspect, the present invention provides a method for installing a large-area glass hidden frame system, comprising the following steps:
1) coating a fixing adhesive layer on the fixing frame, and placing and pressing the glass plate on the fixing adhesive layer to enable the glass plate to be bonded on the fixing frame;
2) a sliding block is plugged into the sliding groove, and a first damper is arranged between the sliding block and the sliding groove;
3) the fixing frame is clamped into two adjacent hanging plates, the edge folding strip is clamped between the two glass plates, the bottom of the edge folding strip is fixed on the transverse frame or the vertical frame, and the unfolding end of the edge folding strip is ensured to be attached to the surfaces of the two glass plates;
4) and installing the second damper between the side wall of the fixed frame and the side wall of the edge-closing strip to finish the installation.
According to the design and the installation method of the explosion-proof damping structure of the large-area glass hidden frame system, a frame is built by the transverse frame and the vertical frame which are perpendicular to each other, the fixing frame is clamped on the hanging plate, and the edge-closing strip is coated on the glass plate to ensure the stability of the structure; the vibrations of fixed frame are followed the link plate transmission and are received the damping of first attenuator to the slider on, the round trip slip of slider, and the bulk movement of fixed frame receives the damping of second attenuator, guarantees that the glass board does not receive vibrations and bursts.
Therefore, the present embodiment has the following advantages compared to the prior art:
1) through double-station damping, damping is achieved between different glass hidden frame system modules while a single glass plate achieves a damping effect, anti-seismic damping between the modules does not interfere transition between the modules, the glass plate is effectively protected from bursting due to vibration, and a protection effect is good;
2) the T-shaped edge folding strips are coated on the glass plate, so that the condition that the glass hidden frame system is aged and staggered for a long time is avoided, the structure is stable, and the service life is long.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
FIG. 1 is a schematic view of an overall structure of an explosion-proof damping structure design and an installation method of a large-area glass hidden frame system according to an embodiment of the present invention;
FIG. 2 is a schematic view of an internal structure of a large-area glass hidden frame system explosion-proof damping structure design and an installation method thereof according to an embodiment of the present invention;
fig. 3 is a partially enlarged view of a portion a in fig. 2.
Wherein, 1-a transverse frame; 2-vertical frame; 3-fixing the frame; 4-a glass plate; 5-a chute; 6-an anti-seismic damping mechanism; 61-a slide block; 62-a first damper; 63-hanging the board; 7-fixing the adhesive layer; 8-edge banding; 9-second damper.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
The first embodiment is as follows:
referring to fig. 1 to 3, the embodiment provides an explosion-proof damping structure design of a large-area glass hidden frame system and an installation method thereof, wherein a cross frame 1 is firstly arranged, a vertical frame 2, a fixed frame 3 and a glass plate 4 are arranged, a plurality of cross frames 1 and a plurality of vertical frames 2 are fixedly connected in a mutually perpendicular mode, two parallel sliding grooves 5 are formed in the cross frame 1 and the vertical frames 2, an anti-seismic damping mechanism 6 is arranged in the sliding grooves 5, the fixed frame 3 is in a rectangular frame body clamping connection with the anti-seismic damping mechanism 6, the glass plate 4 is bonded to the surface of the fixed frame 3 through a fixed glue layer 7, edge receiving strips 8 are arranged in the middle of the cross frame 1 and the middle of the vertical frame 2, and the edge receiving strips 8 are bent towards two sides to support.
Specifically, referring to fig. 1 to 3, the chute 5 is a groove structure having a T-shaped cross section.
Specifically, referring to fig. 1 to 3, the edge banding 8 is a strip having a T-shaped cross section.
Specifically, referring to fig. 1 to 3, the width of the edge banding 8 is not less than half of the width of the horizontal frame 1 or the vertical frame 2.
In the design and installation method of the large-area glass hidden frame system explosion-proof damping structure provided by the embodiment, a frame is built by mutually and vertically arranging a transverse frame and a vertical frame, a fixing frame is clamped on a hanging plate, and a edging strip is coated on a glass plate to ensure the stability of the structure; the vibrations of fixed frame are followed the link plate transmission and are received the damping of first attenuator to the slider on, the round trip slip of slider, and the bulk movement of fixed frame receives the damping of second attenuator, guarantees that the glass board does not receive vibrations and bursts.
Therefore, the present embodiment has the following advantages compared to the prior art:
1) through double-station damping, damping is achieved between different glass hidden frame system modules while a single glass plate achieves a damping effect, anti-seismic damping between the modules does not interfere transition between the modules, the glass plate is effectively protected from bursting due to vibration, and a protection effect is good;
2) the T-shaped edge folding strips are coated on the glass plate, so that the condition that the glass hidden frame system is aged and staggered for a long time is avoided, the structure is stable, and the service life is long.
Example two:
referring to fig. 1 to fig. 3, there are shown a design of an explosion-proof damping structure of a large-area glass hidden frame system and an installation method thereof according to a second embodiment of the present invention, and on the basis of the above embodiment, the following technical solutions are further made in this embodiment as improvements: antidetonation damping mechanism 6 includes slider 61, first attenuator 62 and link plate 63, and slider 61 sliding connection is in spout 5, and first attenuator 62 fixed connection is in the relative both ends in spout 5, and link plate 63 fixed connection is on slider 61, and link plate 63 passes spout 5 and is connected with fixed frame 3 joint.
Specifically, referring to fig. 1 to 3, the hanging plate 63 is an L-shaped plate.
Specifically, referring to fig. 1 to 3, the hanging plates 63 in the two sliding grooves 5 of the same horizontal frame 1 or vertical frame 2 are symmetrically arranged.
The fixed frame 3 of link plate 63 joint, the vibrations that the hidden frame system of glass received are from fixed frame 3 conveying to with the link plate 63 of fixed frame 3 joint, link plate 63 will shake the transmission to slider 61 on, slider 61 is by the damping of the first attenuator 62 of two directions when gliding along spout 5, is favorable to the antidetonation of whole system, and the link plate 63 of L shape is favorable to the joint of fixed frame 3.
Example three:
referring to fig. 1 to fig. 3, there are shown a design of an explosion-proof damping structure of a large-area glass hidden frame system and an installation method thereof provided by a third embodiment of the present invention, and on the basis of the above embodiment, the present embodiment further provides the following technical solutions as improvements: the opposite two side walls of the edge banding 8 are provided with second dampers 9, and the second dampers 9 prop against the side walls of the fixed frame 3.
Specifically, referring to fig. 1 to 3, the first damper 62 and the second damper 9 are both oil pressure reducers.
The second damper 9 damps the whole vibration of the fixing frame 3, and the edge banding strips 8 wrap the edges of the glass plates 4 to ensure the transition between different glass plates 4 in the vibration process of the fixing frame 3, so that the integral structure is supported.
Specifically, referring to fig. 1 to 3, the design of the explosion-proof damping structure of the large-area glass hidden frame system provided by the above embodiment is installed by the following installation method, which specifically includes the following installation steps:
step S1: coating a fixing glue layer 7 on the fixing frame 3, and placing the glass plate 4 on the fixing glue layer 7 and pressing to enable the glass plate 4 to be bonded on the fixing frame 3;
step S2: a slide block 61 is plugged into the chute 5, and a first damper 62 is arranged between the slide block 61 and the chute 5;
step S3: the fixing frame 3 is clamped into the two adjacent hanging plates 63, the edge closing strip 8 is clamped between the two glass plates 4, the bottom of the edge closing strip 8 is fixed on the transverse frame 1 or the vertical frame 2, and the unfolding end of the edge closing strip 8 is enabled to be attached to the surfaces of the two glass plates 4;
step S4: the second damper 9 is installed between the side wall of the fixed frame 3 and the side wall of the edge strip 8 to complete the installation
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The design of the large-area glass hidden frame system explosion-proof damping structure is characterized by comprising a transverse frame (1), a vertical frame (2), a fixed frame (3) and a glass plate (4), wherein the transverse frame (1) and the vertical frame (2) are mutually perpendicular and fixedly connected, the transverse frame (1) and the vertical frame (2) are both provided with two parallel sliding chutes (5), an anti-seismic damping mechanism (6) is arranged in the sliding groove (5), the fixing frame (3) is a rectangular frame body and is clamped on the anti-seismic damping mechanism (6), the glass plate (4) is adhered to the surface of the fixing frame (3) through a fixing glue layer (7), the middle parts of the transverse frames (1) and the vertical frames (2) are provided with edge banding strips (8), the edge closing strips (8) are bent towards two sides to support the surface of the glass plate (4).
2. The large-area glass hidden frame system explosion-proof damping structure design according to claim 1, wherein the sliding chute (5) is a chute body structure with a T-shaped section.
3. The large-area glass hidden frame system explosion-proof damping structure design according to claim 1, wherein the anti-seismic damping mechanism (6) comprises a sliding block (61), a first damper (62) and a hanging plate (63), the sliding block (61) is slidably connected in the sliding chute (5), the first damper (62) is fixedly connected at two opposite ends in the sliding chute (5), the hanging plate (63) is fixedly connected on the sliding block (61), and the hanging plate (63) penetrates through the sliding chute (5) to be connected with the fixing frame (3) in a clamping manner.
4. The large area glass hidden frame system explosion-proof damping structure design according to claim 3, characterized in that the hanging plate (63) is an L-shaped plate.
5. The large-area glass hidden frame system explosion-proof damping structure design according to claim 1 or 3, characterized in that the hanging plates (63) in the two chutes (5) of the same horizontal frame (1) or vertical frame (2) are symmetrically arranged.
6. The design of the large area glass hidden frame system explosion-proof damping structure as claimed in claim 1, characterized in that the edge banding (8) is a lath with a T-shaped cross section.
7. The design of the large-area glass hidden frame system explosion-proof damping structure as claimed in claim 1, wherein the two opposite side walls of the edge banding (8) are provided with second dampers (9), and the second dampers (9) abut against the side walls of the fixed frame (3).
8. The explosion-proof damping structure design of large area glass hidden frame system according to claim 2 or 7 is characterized in that the first damper (62) and the second damper (9) are oil pressure reducers.
9. The large area glass hidden frame system explosion-proof damping structure design as claimed in claim 1, characterized in that the width of the edge banding (8) is not less than half of the width of the cross frame (1) or the vertical frame (2).
10. The installation method of the large-area glass hidden frame system is characterized by comprising the following installation steps:
1) coating a fixing glue layer (7) on the fixing frame (3), and placing the glass plate (4) on the fixing glue layer (7) and pressing to enable the glass plate (4) to be bonded on the fixing frame (3);
2) a sliding block (61) is plugged into a sliding chute (5), and a first damper (62) is installed between the sliding block (61) and the sliding chute (5);
3) the fixing frame (3) is clamped into two adjacent hanging plates (63), the edge closing strip (8) is clamped between the two glass plates (4), the bottom of the edge closing strip (8) is fixed on the transverse frame (1) or the vertical frame (2), and the unfolding end of the edge closing strip (8) is enabled to be attached to the surfaces of the two glass plates (4);
4) and installing a second damper (9) between the side wall of the fixed frame (3) and the side wall of the edge banding (8) to finish the installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010991474.2A CN112012420A (en) | 2020-09-18 | 2020-09-18 | Design and installation method of large-area glass hidden frame system explosion-proof damping structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010991474.2A CN112012420A (en) | 2020-09-18 | 2020-09-18 | Design and installation method of large-area glass hidden frame system explosion-proof damping structure |
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| CN112012420A true CN112012420A (en) | 2020-12-01 |
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| CN202010991474.2A Pending CN112012420A (en) | 2020-09-18 | 2020-09-18 | Design and installation method of large-area glass hidden frame system explosion-proof damping structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112573331A (en) * | 2020-12-28 | 2021-03-30 | 苏州美瑞德建筑装饰有限公司 | Detachable design structure and installation method of large-area sandwich glass of elevator |
| CN114809770A (en) * | 2022-05-26 | 2022-07-29 | 中铁二十四局集团上海建设投资有限公司 | Damping assembly type full-exposed frame glass curtain wall |
-
2020
- 2020-09-18 CN CN202010991474.2A patent/CN112012420A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112573331A (en) * | 2020-12-28 | 2021-03-30 | 苏州美瑞德建筑装饰有限公司 | Detachable design structure and installation method of large-area sandwich glass of elevator |
| CN112573331B (en) * | 2020-12-28 | 2023-11-28 | 苏州美瑞德建筑装饰有限公司 | Detachable design structure of elevator large-area laminated glass and installation method |
| CN114809770A (en) * | 2022-05-26 | 2022-07-29 | 中铁二十四局集团上海建设投资有限公司 | Damping assembly type full-exposed frame glass curtain wall |
| CN114809770B (en) * | 2022-05-26 | 2023-10-27 | 中铁二十四局集团上海建设投资有限公司 | Assembled full exposed frame glass curtain wall capable of absorbing shock |
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