CN110499851B - Assembled antidetonation partition wall - Google Patents
Assembled antidetonation partition wall Download PDFInfo
- Publication number
- CN110499851B CN110499851B CN201910826915.0A CN201910826915A CN110499851B CN 110499851 B CN110499851 B CN 110499851B CN 201910826915 A CN201910826915 A CN 201910826915A CN 110499851 B CN110499851 B CN 110499851B
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- keel
- wallboard
- vertical
- fossil fragments
- partition wall
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- 238000005192 partition Methods 0.000 title claims abstract description 23
- 230000003139 buffering effect Effects 0.000 claims abstract description 15
- 239000012634 fragment Substances 0.000 claims description 38
- 210000003195 fascia Anatomy 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 6
- 230000006378 damage Effects 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/827—Partitions constituted of sliding panels
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to an assembled anti-seismic partition wall, which belongs to the technical field of assembled buildings and comprises a wallboard and a supporting framework, wherein the supporting framework comprises an edge keel, an edge top keel, a plurality of vertical keels and a through keel, the edge top keel, the plurality of vertical keels and the through keel are all arranged in the same vertical plane, a first buffer device used for buffering when the vertical keels slide is arranged between the edge top keel and the vertical keels, and a second buffer device used for buffering when the wallboard unit slides is arranged between the wallboard unit and the vertical keels. The invention can slide and absorb shock when the partition wall is impacted or excited by earthquake, can slide and consume energy in the horizontal direction and the vertical direction, gives a certain moving space to the wallboard, reduces the rigid damage of the wallboard and prolongs the service life of the assembled partition wall.
Description
Technical Field
The invention belongs to the technical field of assembly type buildings, and particularly relates to an assembly type earthquake-proof partition wall.
Background
With the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. The prefabricated house components are transported to a construction site to be assembled. Fabricated buildings have become of interest since the beginning of the 20 th century and have been realized through the sixties. The first attempts made in English, French, Soviet Union, etc. Because the construction speed of the fabricated building is high and the production cost is low, the fabricated building which is rapidly popularized and developed in the early stage all over the world has a rather stiff appearance and is uniform. Later improvements in design have resulted in increased flexibility and versatility to allow modular construction not only in batch, but also in a wide variety of styles.
At present, the combined type wallboard is widely applied to the field of building walls due to the advantages of convenience in installation, energy conservation, environmental protection and attractiveness, the wallboard installed at present is combined into the wall through adhesion or nail shooting fixed connection, the wallboard is spliced together closely, and basically has no movable space, when natural disasters exist or external accidental impact occurs, the wallboard of the assembled type partition wall or a framework of the wallboard are easily broken due to slight vibration, the attractiveness is influenced, and certain potential safety hazards exist.
Disclosure of Invention
In view of this, the present application provides a fabricated anti-seismic partition wall, which can slide and absorb shock when the partition wall is impacted or earthquake-excited, so as to prolong the service life of the fabricated partition wall.
In order to achieve the purpose, the invention provides the following technical scheme:
an assembled anti-seismic partition wall comprises a wall plate and a supporting framework, wherein the supporting framework comprises a ground keel, a top keel, a plurality of vertical keels and through keels, the ground keel, the top keel, the vertical keels and the through keels are arranged on the same vertical plane, the vertical through keels are arranged between the top keel and the ground keel at intervals, the through keels are horizontally arranged, a plurality of through holes are formed in each vertical keel, the through holes in the same height on each vertical keel form a group, each group of through holes are in sliding fit with one through keel, the upper end and the lower end of each vertical keel are respectively in sliding connection with the top keel and the ground keel so that the vertical keels can slide along the length direction of the top keel, the structures of the top keel and the ground keel are the same, and a first buffer device used for buffering when the vertical keels slide is arranged between the top keel and the vertical keel, the wallboard includes side fascia and interior wallboard, side fascia and interior wallboard are formed by the wallboard unit concatenation of a plurality of rectangles, and the wallboard unit that is located same row makes the wallboard unit can slide along following vertical direction with perpendicular fossil fragments sliding connection respectively, be provided with the second buffer that is used for carrying out the buffering when the wallboard unit slides between wallboard unit and the perpendicular fossil fragments.
Further, the fixed slider that is provided with in upper end of perpendicular fossil fragments, first spout has been seted up along top fossil fragments along its length direction, it is provided with a plurality of first limiting plates to be interrupted in the first spout, the slider can slide in the first spout and spacing through the first limiting plate of its both sides, first buffer is the first spring that sets up between first limiting plate and slider.
Further, through connecting rod fixed connection between the wallboard unit of side fascia and interior wallboard, the second spout has been seted up along vertical direction to the vertical keel, it is provided with a plurality of second limiting plates to be interrupted in the second spout, the connecting rod can slide in the second spout and spacing through the second limiting plate of its upper and lower both sides, second buffer is the second spring that sets up between second limiting plate and connecting rod.
Furthermore, the two ends of the connecting rod are respectively spliced with the wallboard units of the external wallboard and the internal wallboard.
Further, the outside and the inboard of erectting the fossil fragments all are provided with vertical T type groove, the second spout is seted up on the middle part floor of erectting the fossil fragments.
Further, include the fossil fragments body along the top fossil fragments, first spout is for seting up the T type groove on the fossil fragments body, the opening part in T type groove outwards extends has first connecting plate and second connecting plate, be provided with between first connecting plate and the second connecting plate and be used for the restriction erect the gliding spacing post of fossil fragments, two spacing posts are a set of, two spacing posts are located respectively erect the both sides of fossil fragments.
Further, the both sides of fossil fragments body extend outwards, form and be used for the installation department of fossil fragments body.
Further, the upper end of wallboard unit is provided with the draw-in groove, the lower extreme of wallboard unit is provided with carries out the complex arch with the draw-in groove of adjacent wallboard unit.
The invention has the beneficial effects that:
the first buffer device for buffering when the vertical keels slide is arranged between the top keel and the vertical keel, the external wall panel and the internal wall panel are formed by splicing a plurality of rectangular wall panel units, the wall panel units positioned in the same column are respectively connected with the vertical keels in a sliding mode so that the wall panel units can slide along the vertical direction, and the second buffer device for buffering when the wall panel units slide is arranged between the wall panel units and the vertical keels. The invention can slide and absorb shock when the partition wall is impacted or excited by earthquake, can slide and consume energy in the horizontal direction and the vertical direction, gives a certain moving space to the wallboard, reduces the rigid damage of the wallboard and prolongs the service life of the assembled partition wall.
Drawings
For the purposes of promoting a better understanding of the objects, aspects and advantages of the invention, reference will now be made to the following detailed description taken in conjunction with the accompanying drawings in which:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the assembly of the mullion of the present invention;
FIG. 3 is a schematic structural diagram of a first damping device according to the present invention;
FIG. 4 is a schematic structural diagram of a second damping device according to the present invention;
FIG. 5 is a schematic view of FIG. 2 taken along A-A;
FIG. 6 is a schematic view taken along the line B-B in FIG. 2;
FIG. 7 is a schematic view of the connection of the connecting rod of the present invention;
fig. 8 is a schematic view of the assembly of the wall panel unit of the present invention.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic way, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the invention thereto; to better illustrate the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by terms such as "upper", "lower", "left", "right", "front", "rear", etc., based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not an indication or suggestion that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes, and are not to be construed as limiting the present invention, and the specific meaning of the terms may be understood by those skilled in the art according to specific situations.
Fig. 1 is a schematic structural view of the present invention, fig. 2 is a schematic assembly view of a mullion of the present invention, fig. 3 is a schematic structural view of a first buffer of the present invention, fig. 4 is a schematic structural view of a second buffer of the present invention, fig. 5 is a schematic view of fig. 2 taken along a-a direction, fig. 6 is a schematic view of fig. 2 taken along a-B direction, fig. 7 is a schematic connection view of a connection rod of the present invention, and fig. 8 is a schematic assembly view of a wallboard unit of the present invention. The invention discloses an assembled anti-seismic partition wall, which comprises a wall plate 1 and a supporting framework 2, wherein the supporting framework 2 comprises an edge keel 201, an edge top keel 202, a plurality of vertical keels 203 and through keels 204, the edge keel 201, the edge keel 202, the vertical keels 203 and the through keels 204 are all arranged in the same vertical plane, the vertical keels 203 are vertically arranged between the edge keel 202 and the edge keel 201 at intervals, the through keels 204 are horizontally arranged, each vertical keel 203 is provided with a plurality of through holes 3, the through holes 3 on the vertical keels 203 at the same height are in a group, each group of through holes 3 is in sliding fit with one through keel 204, the upper end and the lower end of each vertical keel 203 are respectively in sliding connection with the edge keel 202 and the edge keel 201, so that the vertical keel 203 can slide along the length direction of the edge keel 202, the structures of the edge keel 202 and the edge keel 201 are the same, be provided with the first buffer 4 that is used for carrying out the buffering when vertical keel 203 slides along between top fossil fragments 202 and the vertical keel 203, wallboard 1 includes side fascia and interior wallboard, side fascia and interior wallboard are formed by the wallboard unit 101 concatenation of a plurality of rectangles, and the wallboard unit 101 that is located same row makes wallboard unit 101 can slide along following vertical direction with vertical keel 203 sliding connection respectively, be provided with the second buffer 5 that is used for carrying out the buffering when wallboard unit 101 slides between wallboard unit 101 and the vertical keel 203.
In this embodiment, in vertical, the wallboard unit 101 concatenation by a plurality of rectangles forms with interior wallboard, the wallboard unit 101 that is located same row makes wallboard unit 101 can slide along following vertical direction with vertical keel 203 sliding connection respectively, can understand, wallboard unit 101 that is located ground one side and the wallboard unit 101 at top at the wallboard unit 101 of bottom is located ceiling one side and all reserves certain activity space, can be when wallboard unit 101 is gliding, give the space and give way, the space need not be too big, because really when receiving natural disasters such as earthquake, the space of wallboard unit 101 activity is very little, only need can reach good antidetonation effect through the buffering of second buffer 5. Transversely, the upper and lower both ends of vertical keel 203 make vertical keel 203 can slide along the length direction along top keel 202 through respectively with along top keel 202 and along ground keel 201 sliding connection, be provided with the first buffer 4 that is used for carrying out the buffering when vertical keel 203 slides along top keel 202 and vertical keel 203 between, receiving horizontal power messenger, wallboard unit 101 also can be through connecting vertical keel 203, along with vertical keel 203 transversely through first buffer 4 cushions, reach horizontal buffering effect, thereby make wallboard unit all obtain the buffering at vertical and horizontal, reduced its destruction when receiving external force, guarantee its pleasing to the eye effect, increase the security performance of assembled partition wall.
In this embodiment, the fixed slider 6 that is provided with in upper end of perpendicular fossil fragments 203, first spout 7 has been seted up along its length direction along top fossil fragments 202, it is provided with a plurality of first limiting plates 8 to be interrupted in the first spout 7, slider 6 can slide in first spout 7 and spacing through the first limiting plate 8 of its both sides, first buffer 4 is the first spring that sets up between first limiting plate 8 and slider 6. Along top fossil fragments 202 and along the ground fossil fragments 201 all can adopt aluminum alloy material, corrosion-resistant, intensity ratio is higher, slider 6's shape is square, with first spout 7 sliding connection, first limiting plate 8 can be used to inject slider 6's sliding distance, 8 a set of in per two first limiting plates, correspond a perpendicular fossil fragments 203 and slider 6, when the installation directly insert slider 6 between two first springs can, convenient and fast, and at its pretightning force tight in automatic top, its not hard up in the use has been reduced.
In this embodiment, through connecting rod 9 fixed connection between wallboard unit 101 of side fascia and interior wallboard, second spout 10 has been seted up along vertical direction to vertical keel 203, it is provided with a plurality of second limiting plates 11 to be interrupted in the second spout 10, connecting rod 9 can slide in the second spout 10 and it is spacing through the second limiting plate 11 of its upper and lower both sides, second buffer 5 is the second spring of setting between second limiting plate 11 and connecting rod 9, and second limiting plate 11 sets up in vertical keel 203 for a vertical spacing of connecting rod 9, the one end and the second limiting plate 11 of second spring are fixed, and the other end and connecting rod 9 butt make connecting rod 9 at the in-process that reciprocates, through the buffering of second spring, reach the effect of antidetonation energy dissipation.
In this embodiment, the both ends of connecting rod 9 are pegged graft with the wallboard unit 101 of side fascia and interior wallboard respectively, can conveniently dismantle the connection, convenient assembly.
In this embodiment, the outside and the inboard of mullion 203 all are provided with vertical T type groove, second spout 10 is seted up on the middle part floor of mullion 203, sets up T type groove, can increase the slip space of connecting rod 9, reduces the possibility that connecting rod 9 blocked at the slip in-process.
In this embodiment, include the fossil fragments body along top fossil fragments 202, first spout 7 is for seting up the T type groove on the fossil fragments body, the opening part in T type groove outwards extends has first connecting plate 13 and second connecting plate 14, be provided with between first connecting plate 13 and the second connecting plate 14 and be used for the restriction erect gliding spacing post 15 of fossil fragments 203, two spacing posts 15 are a set of, two spacing posts 15 are located respectively erect fossil fragments 203's both sides.
In this embodiment, the both sides of fossil fragments body are outwards extended, form and are used for the installation department 18 of fossil fragments body can open on the installation department 18 and establish the screw thread mounting hole, installs the fossil fragments body on the ceiling.
In this embodiment, wallboard unit 101's upper end is provided with draw-in groove 16, wallboard unit 101's lower extreme is provided with and carries out complex arch 17 with adjacent wallboard unit 101's draw-in groove 16, and draw-in groove 16 is the bar groove, sets up along wallboard unit 101's length direction, and wallboard unit 101 that is located the same row passes through draw-in groove 16 and protruding 17's cooperation, has increased the assembly stability between wallboard unit 101.
Finally, the above embodiments are only intended to illustrate the technical solutions of the present invention and not to limit the present invention, and although the present invention has been described in detail with reference to the preferred embodiments, it will be understood by those skilled in the art that modifications or equivalent substitutions may be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all of them should be covered by the claims of the present invention.
Claims (8)
1. The utility model provides an assembled antidetonation partition wall which characterized in that: the wall plate comprises a wall plate and a supporting framework, wherein the supporting framework comprises a ground keel, a top keel, a plurality of vertical keels and through keels, the ground keel, the top keel, the vertical keels and the through keels are arranged on the same vertical plane, the vertical keels are arranged between the top keel and the ground keel at intervals, the through keels are horizontally arranged, a plurality of through holes are formed in each vertical keel, the through holes in the same height on each vertical keel form a group, each group of through holes is in sliding fit with one through keel, the upper end and the lower end of each vertical keel are respectively in sliding connection with the top keel and the ground keel so that the vertical keels can slide along the length direction of the top keel, the structures of the top keel and the ground keel are the same, and a first buffer device used for buffering when the vertical keels slide is arranged between the top keel and the vertical keel, the wallboard includes side fascia and interior wallboard, side fascia and interior wallboard are formed by the wallboard unit concatenation of a plurality of rectangles, and the wallboard unit that is located same row makes the wallboard unit can slide along vertical direction with perpendicular fossil fragments sliding connection respectively, be provided with the second buffer that is used for carrying out the buffering when the wallboard unit slides between wallboard unit and the perpendicular fossil fragments.
2. The fabricated earthquake-resistant partition wall as claimed in claim 1, wherein: the fixed slider that is provided with in upper end of erecting fossil fragments, first spout has been seted up along top fossil fragments along its length direction, it is provided with a plurality of first limiting plates to be interrupted in the first spout, the slider can slide in the first spout and spacing through the first limiting plate of slider both sides, first buffer sets up between first limiting plate and slider.
3. The fabricated earthquake-resistant partition wall as claimed in claim 2, wherein: through connecting rod fixed connection between the wallboard unit of side fascia and interior wallboard, the second spout has been seted up along vertical direction to the vertical keel, be interrupted in the second spout and be provided with a plurality of second limiting plates, the connecting rod can slide in the second spout and spacing through the second limiting plate of both sides about the connecting rod, second buffer sets up between second limiting plate and connecting rod.
4. The fabricated earthquake-resistant partition wall as claimed in claim 3, wherein: the two ends of the connecting rod are respectively spliced with the wallboard units of the outer wallboard and the inner wallboard.
5. The fabricated earthquake-resistant partition wall according to claim 4, wherein: the outside and the inboard of erectting keel all are provided with vertical T type groove, the second spout is seted up on the middle part floor of erectting keel.
6. The fabricated earthquake-resistant partition wall as claimed in claim 5, wherein: include the fossil fragments body along the top fossil fragments, first spout is for seting up the T type groove on the fossil fragments body, and the opening part of first spout outwards extends has first connecting plate and second connecting plate, be provided with between first connecting plate and the second connecting plate and be used for the restriction it is gliding spacing post to erect fossil fragments, and two spacing posts are a set of, two spacing posts are located respectively erect fossil fragments's both sides.
7. The fabricated earthquake-resistant partition wall as claimed in claim 6, wherein: the both sides of fossil fragments body are outwards extended, form and are used for the installation department of fossil fragments body.
8. The fabricated earthquake-resistant partition wall as claimed in claim 1, wherein: the upper end of wallboard unit is provided with the draw-in groove, the lower extreme of wallboard unit is provided with carries out the complex arch with the draw-in groove of adjacent wallboard unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910826915.0A CN110499851B (en) | 2019-09-03 | 2019-09-03 | Assembled antidetonation partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910826915.0A CN110499851B (en) | 2019-09-03 | 2019-09-03 | Assembled antidetonation partition wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110499851A CN110499851A (en) | 2019-11-26 |
| CN110499851B true CN110499851B (en) | 2020-11-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910826915.0A Active CN110499851B (en) | 2019-09-03 | 2019-09-03 | Assembled antidetonation partition wall |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112064833A (en) * | 2020-09-26 | 2020-12-11 | 深圳千里马装饰集团有限公司 | Assembled partition wall structure |
| CN112459298A (en) * | 2020-11-15 | 2021-03-09 | 深圳千里马装饰集团有限公司 | Assembled steel frame partition wall bottom quick connect structure |
| CN115182486B (en) * | 2022-06-13 | 2023-08-01 | 福建华宇建设集团有限公司 | Decorative curtain wall mounting structure and construction method thereof |
| CN117803108B (en) * | 2024-03-01 | 2024-05-03 | 易贴(广东)材料技术有限公司 | Assembled partition wall system and installation method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10102642A (en) * | 1996-09-30 | 1998-04-21 | Etsuichi Matsuda | Movable sound insulation wall method |
| CN202047502U (en) * | 2011-04-21 | 2011-11-23 | 张毅 | Shock-absorption wall |
| CN203867004U (en) * | 2014-04-10 | 2014-10-08 | 驰瑞莱工业（北京）有限公司 | Partition wall joist frame |
| CN106854910A (en) * | 2015-12-09 | 2017-06-16 | 江苏天正电气有限公司 | A kind of Combined curtain glass structure |
| CN206607700U (en) * | 2017-01-26 | 2017-11-03 | 中国建筑第五工程局有限公司 | A kind of construction wall with damping effect |
-
2019
- 2019-09-03 CN CN201910826915.0A patent/CN110499851B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10102642A (en) * | 1996-09-30 | 1998-04-21 | Etsuichi Matsuda | Movable sound insulation wall method |
| CN202047502U (en) * | 2011-04-21 | 2011-11-23 | 张毅 | Shock-absorption wall |
| CN203867004U (en) * | 2014-04-10 | 2014-10-08 | 驰瑞莱工业（北京）有限公司 | Partition wall joist frame |
| CN106854910A (en) * | 2015-12-09 | 2017-06-16 | 江苏天正电气有限公司 | A kind of Combined curtain glass structure |
| CN206607700U (en) * | 2017-01-26 | 2017-11-03 | 中国建筑第五工程局有限公司 | A kind of construction wall with damping effect |
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| CN110499851A (en) | 2019-11-26 |
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| GR01 | Patent grant |